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prof. Ing.
Ph.D.
FCE, STM – Professor
+420 54114 7382Zdenek.Kala@vut.cz
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2024
JINDRA, D.; KALA, Z.; KALA, J. Two Stochastic Methods to Model Initial Geometrical Imperfections of Steel Frame Structures. Buildings, 2024, vol. 14, no. 1, p. 1-16. ISSN: 2075-5309.Detail | WWW | Full text in the Digital Library
2023
KALA, Z. Strain Energy and Entropy Based Scaling of Buckling Modes. ENTROPY, 2023, vol. 25, no. 12, p. 1-17. ISSN: 1099-4300.Detail | WWW | Full text in the Digital Library
KALA, Z. Modelling Initial Geometric Imperfections of Steel Plane Frames using Entropy and Eigenmodes. International Journal of Mechanics, 2023, vol. 17, no. 1, p. 64-73. ISSN: 1998-4448.Detail | WWW | Full text in the Digital Library
KALA, Z. Steel Plane Frames: Entropy and Potential Energy of Elastic Buckling Modes. In Conference Proceedings - Modern Building Materials, Structures and Techniques MBMST 2023. Lecture Notes in Civil Engineering. Switzerland: Springer Cham (Spronger Nature Switzerland AG), 2023. p. 164-173. ISBN: 9783031446030. ISSN: 2366-2557.Detail | WWW
KALA, Z.; KALA, J.; OMISHORE, A. Global Sensitivity Analysis of Steel Beam Resistance using Finite Element Simulations. In World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium, WMCAUS 2022. AIP conference proceedings. 2023. p. 080017-1 (080017-6 p.)ISSN: 0094-243X.Detail | WWW
JINDRA, D.; KALA, Z.; KALA, J. Ultimate Load Capacity of Multi-Story Steel Frame Structures with Geometrical Imperfections: A Comparative Study of Two Methods. In Lecture Notes in Civil Engineering. volume 392. Springer Cham, 2023. p. 154-163. ISBN: 978-3-031-44603-0.Detail | WWW
JUHÁSZOVÁ, T.; MIARKA, P.; JINDRA, D.; KALA, Z.; SEITL, S. Evaluation of Fatigue Crack Growth Rates in an IPE Beam Made of AISI 304 under Various Stress Ratios. In Procedia Structural Integrity. Procedia Structural Integrity. online: Elsevier, 2023. p. 172-177. ISSN: 2452-3216.Detail | WWW | Full text in the Digital Library
JINDRA, D.; KALA, Z.; KALA, J. Reliability and Sensitivity Analysis of Slender Steel Members Utilizing Nonlinear Finite Element Analyses. In WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM WMCAUS 2022. AIP conference proceedings. 2023. p. 150022-1 (150022-11 p.)ISSN: 0094-243X.Detail | WWW
KALA, J.; KALA, Z.; JINDRA, D. SENSITIVITY STUDY OF THE STEEL FOOTBRIDGE RESPONSE TO THE DAMPER PARAMETERS. In World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium - WMCAUS 2022. AIP conference proceedings. AIP Publishing, 2023. p. 150039-1 (150039-6 p.)ISBN: 9780735446632. ISSN: 0094-243X.Detail | WWW
JUHÁSZOVÁ, T.; MIARKA, P.; SEITL, S.; JINDRA, D.; KALA, Z. Comparison of crack propagation rates in selected structural components made from AISI 304 grades: Three-point bending test. In Procedia Structural Integrity. Procedia Structural Integrity. online: Elsevier, 2023. p. 1090-1097. ISSN: 2452-3216.Detail | WWW | Full text in the Digital Library
2022
KALA, Z. Quantification of Model Uncertainty Based on Variance and Entropy of Bernoulli Distribution. Mathematics, 2022, vol. 10, no. 21, p. 1-19. ISSN: 2227-7390.Detail | WWW
KALA, Z.; OMISHORE, A. Reliability and sensitivity analyses of structures related to Eurocodes. International Journal of Mechanics, 2022, vol. 16, no. 1, p. 98-107. ISSN: 1998-4448.Detail | WWW
JINDRA, D.; KALA, Z.; KALA, J. Buckling curves of stainless steel CHS members: Current state and proposed provisions. Journal of Constructional Steel Research, 2022, vol. 198, no. 107521, ISSN: 0143-974X.Detail | WWW
SEITL, S.; POKORNÝ, P.; BENEŠOVÁ, A.; JUHÁSZOVÁ, T.; KALA, Z. Variance of selected properties from various structural elements made from AISI 304. Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava, 2022, vol. 22, no. 2, p. 39-44. ISSN: 1213-1962.Detail | WWW
NOVÁK, L.; KALA, Z.; NOVÁK, D. On the possibility of the utilizing polynomial chaos expansion for reliability-oriented sensitivity analysis. In AIP Conference Proceedings. AIP conference proceedings. New York, USA: American Institute of Physics Inc., 2022. p. 1-4. ISBN: 978-0-7354-4182-8. ISSN: 0094-243X.Detail
2021
KALA, Z. New Importance Measures Based on Failure Probability in Global Sensitivity Analysis of Reliability. Mathematics, 2021, vol. 9, no. 19, p. 1-20. ISSN: 2227-7390.Detail | WWW | Full text in the Digital Library
KALA, Z. Global Sensitivity Analysis Based on Entropy: From Differential Entropy to Alternative Measures. ENTROPY, 2021, vol. 23, no. 6, p. 1-16. ISSN: 1099-4300.Detail | WWW | Full text in the Digital Library
KALA, Z. Global Sensitivity Analysis of Quantiles: New Importance Measure Based on Superquantiles and Subquantiles. Symmetry, 2021, vol. 13, no. 2, p. 1-21. ISSN: 2073-8994.Detail | WWW | Full text in the Digital Library
JINDRA, D.; KALA, Z.; KALA, J. Flexural buckling of stainless steel CHS columns: Reliability analysis utilizing FEM simulations. Journal of Constructional Steel Research, 2021, vol. 188, no. 1, p. 1-14. ISSN: 0143-974X.Detail | WWW
JINDRA, D.; KALA, Z.; KALA, J. Validation of Stainless-Steel CHS Columns Finite Element Models. Materials, 2021, vol. 14, no. 7, p. 1-25. ISSN: 1996-1944.Detail | WWW | Full text in the Digital Library
JINDRA, D.; KALA, Z.; KALA, J.; SEITL, S. Experimental and Numerical simulation of a Three Point Bending Test of a Stainless Steel Beam. In Transportation Research Procedia. Transportation Research Procedia. Elsevier, 2021. p. 1114-1121. ISSN: 2352-1457.Detail | WWW | Full text in the Digital Library
JINDRA, D.; KALA, Z.; SEITL, S.; KALA, J. MATERIAL MODEL PARAMETER IDENTIFICATION OF STAINLESS STEEL (AISI 304L). In Proceedings of the Engineering Mechanics 2020. Engineering Mechanics .... Svratka, Česká republika: 2021. p. 1-4. ISBN: 978-80-214-5896-3. ISSN: 1805-8248.Detail | WWW
2020
KALA, Z. Quantile-based versus Sobol sensitivity analysis in limit state design. Structures, 2020, vol. 28, no. December 2020, p. 2424-2430. ISSN: 2352-0124.Detail | WWW | Full text in the Digital Library
KALA, Z. From probabilistic to quantile-oriented sensitivity analysis: New indices of design quantiles. Symmetry, 2020, vol. 12, no. 10, p. 1-22. ISSN: 2073-8994.Detail | WWW | Full text in the Digital Library
KALA, Z. Sensitivity analysis in probabilistic structural design: A comparison of selected techniques. Sustainability, 2020, vol. 12, no. 11, p. 1-19. ISSN: 2071-1050.Detail | WWW | Full text in the Digital Library
SEITL, S.; POKORNÝ, P.; MIARKA, P.; KLUSÁK, J.; KALA, Z.; KUNZ, L. Comparison of fatigue crack propagation behaviour in two steel grades S235, S355 and a steel from old crane way. In MATEC Web of Conferences. MATEC Web of Conferences. EDP Sciences, 2020. p. 1-6. ISSN: 2261-236X.Detail | WWW | Full text in the Digital Library
KREJSA, M.; BROŽOVSKÝ, J.; SEITL, S.; KALA, Z.; KREJSA, V.; LEHNER, P. Probabilistic fatigue damage prediction of relative short edge crack using Direct Optimized Probabilistic Calculation. In 4th International Scientific Conference Structural and Physical Aspects of Construction Engineering (SPACE 2019). MATEC Web of Conferences. 2020. p. 1-7. ISSN: 2261-236X.Detail
KREJSA, M.; BROŽOVSKÝ, J.; LEHNER, P.; SEITL, S.; KALA, Z.; KREJSA, V. Probabilistic fatigue analysis of existing steel structure. In 4th International Scientific Conference Structural and Physical Aspects of Construction Engineering (SPACE 2019). MATEC Web of Conferences. Slovensko: 2020. p. 1-8. ISSN: 2261-236X.Detail | WWW
LEHNER, P.; PAŘENICA, P.; KREJSA, M.; KŘIVÝ, V.; BROŽOVSKÝ, J.; SEITL, S.; KALA, Z. The general procedure of numerical analysis related to a fatigue damage on the cyclically loaded construction. In MATEC Web of Conferences. MATEC Web of Conferences. Slovensko: 2020. p. 1-7. ISSN: 2261-236X.Detail | WWW
KALA, Z. Limit states of structures and global sensitivity analysis based on Cramér-von Mises distance. International Journal of Mechanics, 2020, vol. 14, no. 1, p. 107-118. ISSN: 1998-4448.Detail | WWW | Full text in the Digital Library
2019
KALA, Z. Global sensitivity analysis of reliability of structural bridge system. ENGINEERING STRUCTURES, 2019, vol. 2019, no. 194, p. 36-45. ISSN: 0141-0296.Detail | WWW
KALA, Z. Quantile-oriented global sensitivity analysis of design resistance. Journal of civil engineering and management, 2019, vol. 2019, no. 25(4), p. 297-305. ISSN: 1392-3730.Detail | WWW
KALA, Z. Estimating probability of fatigue failure of steel structures. Acta et Commentationes Universitatis Tartuensis de Mathematica, 2019, vol. 2019, no. 23, p. 245-254. ISSN: 1406-2283.Detail | WWW
KALA, Z. Probability based global sensitivity analysis of fatigue reliability of steel structures. In IOP Conference Series: Materials Science and Engineering. IOP Conference Series: Materials Science and Engineering. 2019. p. 1-7. ISSN: 1757-8981.Detail | WWW
KALA, Z.; OMISHORE, A.; SEITL, S.; KREJSA, M.; KALA, J. Identification of variation coefficient of equivalent stress range of steel girders with cracks. International Journal of Mechanics, 2019, vol. 13, no. 2019, p. 69-78. ISSN: 1998-4448.Detail | WWW
KREJSA, M.; KOKTAN, J.; JANAS, P.; BROŽOVSKÝ, J.; SEITL, S.; KALA, Z.; KREJSA, V. Parallelization in DOProC method and its using in probabilistic modelling of fatigue problems. In AIP Conference Proceedings. 2019. p. 1-4. ISBN: 978-0-7354-1854-7.Detail
KALA, Z.; LEHKÝ, D.; NOVÁK, D. Utilization of artificial neural networks for global sensitivity analysis of model output. In AIP Conference Proceedings. AIP conference proceedings. MELVILLE, USA: American Institute of Physics Inc., 2019. p. 120005-1 (120005-4 p.)ISBN: 978-0-7354-1854-7. ISSN: 0094-243X.Detail | WWW
KALA, Z. Large displacement analysis of elastic pyramidal trusses. In IOP Conference Series: Materials Science and Engineering. IOP Conference Series: Materials Science and Engineering. 2019. p. 1-5. ISSN: 1757-8981.Detail
KALA, Z. Global sensitivity analysis of failure probability caused by fatigue crack propagation. 13th International Conference MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES. Modern Building Materials, Structures and Techniques. Vilnius: 2019. p. 359-365. ISBN: 978-609-476-197-3. ISSN: 2029-9915.Detail | WWW
JÖNSSON, J.; MÜLLER, M.; GAMST, C.; VALEŠ, J.; KALA, Z. Investigation of European flexural and lateral torsional buckling interaction. Journal of Constructional Steel Research, 2019, vol. 2019, no. 156, p. 105-121. ISSN: 0143-974X.Detail | WWW
KRÁL, P.; HRADIL, P.; KALA, J.; KALA, Z.; HOKEŠ, F. Using the inverse identification of parameters of a nonlinear concrete material model for analysis of RC structural element. In AIP Conference Proceedings. AIP Conference Proceedings. 2019. p. 1-4. ISSN: 1551-7616.Detail
KALA, Z.; SEITL, S.; KREJSA, M.; OMISHORE, A. Reliability assessment of steel bridges based on experimental research. In AIP Conference Proceedings. AIP conference proceedings. American Institute of Physics Inc., 2019. p. 120005 (120005-4 p.)ISBN: 978-0-7354-1854-7. ISSN: 0094-243X.Detail | WWW
2018
ŠTEFAŇÁK, J.; KALA, Z.; MIČA, L.; NORKUS, A. Global sensitivity analysis for transformation of Hoek-brown failure criterion for rock mass. Journal of civil engineering and management, 2018, vol. 24, no. 5, p. 390-398. ISSN: 1392-3730.Detail
KALA, Z.; VALEŠ, J. Imperfection sensitivity analysis of steel columns at ultimate limit state. ARCH CIV MECH ENG, 2018, vol. 18, no. 4, p. 1207-1218. ISSN: 1644-9665.Detail
KALA, Z. Benchmark of goal oriented sensitivity analysis methods using Ishigami function. International Journal of Mathematical and Computational Methods, 2018, vol. 2018, no. 3, p. 43-50. ISSN: 2367-895X.Detail | WWW
KALA, Z. Probabilistic modelling of fatigue crack - Some observations about conditional probability. International Journal of Mechanics, 2018, vol. 2018, no. 12, p. 121-130. ISSN: 1998-4448.Detail
VALEŠ, J.; KALA, Z. Mesh Convergence Study of Solid FE model for Buckling Analysis. In AIP Conference Proceedings. AIP Conference Proceedings. 2018. p. 1-4. ISBN: 978-0-7354-1690-1. ISSN: 1551-7616.Detail
SEITL, S.; MIARKA, P.; KALA, Z. GEOMETRY FUNCTIONS FOR EDGE CRACKS IN STEEL BRIDGE UNDER THREE- AND FOUR- POINT BENDING WITH VARIOUS SPAN. Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 2018, vol. 18, no. 2, p. 44-49. ISSN: 1804-4824.Detail
SEITL, S.; MIARKA, P.; KLUSÁK, J.; KALA, Z.; KREJSA, M.; BLASÓN, S.; FERNÁNDEZ-CANTELI, A. Evaluation of fatigue properties of S355 J0 steel using ProFatigue and ProPagation software. In ECF22 - Loading and Environmental effects on Structural Integrity. Procedia Structural Integrity. Elsevier, 2018. p. 1494-1501. ISSN: 2452-3216.Detail | WWW
KREJSA, M.; BROŽOVSKÝ, J.; LEHNER, P.; SEITL, S.; KALA, Z. Stochastic analysis for short edge cracks under selected loads. In AIP Conference Proceedings. AIP Conference Proceedings. Publisher Logo Conference Proceedings, 2018. p. 1-4. ISBN: 978-0-7354-1690-1. ISSN: 1551-7616.Detail | WWW
KRÁL, P.; HRADIL, P.; HUŠEK, M.; KALA, J.; KALA, Z. Sensitivity Analysis and Optimization as Tools for the Inverse Concrete Material Model Parameter Identification. In AIP Conference Proceedings. AIP Conference Proceedings. 2018. p. 1-4. ISBN: 978-0-7354-1690-1. ISSN: 1551-7616.Detail
KALA, Z. Probabilistic verification of structural stability design procedures. Open Civil Engineering Journal, 2018, vol. 12, no. 1, p. 283-289. ISSN: 1874-1495.Detail | WWW
2017
KALA, Z.; VALEŠ, J. Global Sensitivity Analysis of Lateral-torsional Buckling Resistance Based on Finite Element Simulations. ENGINEERING STRUCTURES, 2017, vol. 2017, no. 134, p. 37-47. ISSN: 0141-0296.Detail | WWW
KALA, Z. Stability of von-Misses truss with initial random imperfections. In Modern Building Materials, Structures and Techniques. Procedia Engineering. 2017. p. 473-480. ISSN: 1877-7058.Detail | WWW
KALA, Z.; VALEŠ, J.; MARTINÁSEK, J. Inelastic Finite Element Analysis of Lateral Buckling for Beam Structures. In Modern Building Materials, Structures and Techniques. Procedia Engineering. Elsevier, 2017. p. 418-488. ISSN: 1877-7058.Detail | WWW | Full text in the Digital Library
KALA, Z.; VALEŠ, J. Sensitivity assessment and lateral-torsional buckling design of I-beams using solid finite elements. Journal of Constructional Steel Research, 2017, vol. 139, no. 1, p. 110-122. ISSN: 0143-974X.Detail | WWW
KALA, Z.; VALEŠ, J.; JÖNSSON, J. Random fields of initial out of straightness leading to column buckling. Journal of civil engineering and management, 2017, vol. 23, no. 7, p. 902-913. ISSN: 1392-3730.Detail | WWW
VALEŠ, J.; KALA, Z. Weak Axis Buckling - Elastic Resistance of a Column. In Engineering Mechanics 2017. Svratka, Česká republika: 2017. p. 1014-1017. ISBN: 978-80-214-5497-2.Detail
KALA, Z. Identification of Stochastic Interactions in Nonlinear Models of Structural Mechanics. In AIP Conference Proceedings. AIP conference proceedings. Řecko: 2017. p. 1-4. ISBN: 978-0-7354-1538-6. ISSN: 0094-243X.Detail
KALA, Z. Stochastic Inverse Analysis of Fatigue Cracks based on Linear Fracture Mechanics. International Journal of Mathematical and Computational Methods, 2017, vol. 2017, no. 2, p. 60-65. ISSN: 2367-895X.Detail | WWW
SEITL, S.; MIARKA, P.; KALA, Z.; KLUSÁK, J. Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure. In Procedia Structural Integrity. Procedia Structural Integrity. 2017. p. 697-704. ISSN: 2452-3216.Detail | WWW | Full text in the Digital Library
CHALMOVSKÝ, J.; ŠTEFAŇÁK, J.; MIČA, L.; KALA, Z., SKUODIS, Š,; NORKUS, A; ŽILIONIENE, D. Statistical-numerical analysis for pullout tests of ground anchors. Baltic Journal of Road and Bridge Engineering, 2017, vol. 12, no. 3, p. 145-153. ISSN: 1822-427X.Detail
KALA, Z.; OMISHORE, A.; SEITL, S.; KREJSA, M.; KALA, J. The effect of skewness and kurtosis on the probability evaluation of fatigue limit states. International Journal of Mechanics, 2017, no. 11, p. 166-175. ISSN: 1998-4448.Detail | WWW
2016
KALA, Z.; KALINA, M. Static Equilibrium States of von Mises Trusses. International Journal of Mechanics, 2016, vol. 2016, no. 10, p. 294-298. ISSN: 1998-4448.Detail
KREJSA, M.; KALA, Z.; SEITL, S. Inspection Based Probabilistic Modeling of Fatigue Crack Progression. In Sustainable Development of Civil, Urban and Transportation Engineering Conference. Procedia Engineering. Elsevier, 2016. p. 146-153. ISSN: 1877-7058.Detail | WWW | Full text in the Digital Library
KALA, Z. Factorial Designs as a Tool for Fuzzy Sensitivity Analysis Problems. International Journal of Mathematical and Computational Methods, 2016, vol. 2016, no. 1, p. 264-267. ISSN: 2367-895X.Detail | WWW
KALA, Z. Strong and Weak Interactions in Stochastic Systems of Nonlinear Mechanics. International Journal of Theoretical and Applied Mechanics, 2016, vol. 2016, no. 1, p. 108-111. ISSN: 2367-8992.Detail | WWW
KALA, Z.; KALA, J.; OMISHORE, A. Probabilistic Buckling Analysis of Thin-walled Steel Columns using Shell Finite Elements. International Journal of Mechanics, 2016, vol. 2016, no. 10, p. 213-218. ISSN: 1998-4448.Detail
KALA, Z. Computation of Equilibrium Paths in Nonlinear Finite Element Models. In 20th International Conference on Circuits, Systems, Communications and Computers (CSCC 2016). MATEC Web of Conferences. EDP Sciences, 2016. p. 1-5. ISSN: 2261-236X.Detail | WWW | Full text in the Digital Library
KALA, Z. Global Sensitivity Analysis in Stability Problems of Steel Frame Structures. Journal of Civil Engineering and Management online, 2016, vol. 2016, no. 22 (3), p. 417-424. ISSN: 1822-3605.Detail | WWW
KALA, Z. Higher-order Approximations Methods for Global Sensitivity Analysis of Nonlinear Model Outputs. International Journal of Mathematics and Computers in Simulation, 2016, vol. 2016, no. 10, p. 260-264. ISSN: 1998-0159.Detail
KALA, Z. Global Interval Sensitivity Analysis of Hermite Probability Density Function Percentiles. INTERNATIONAL JOURNAL of MATHEMATICAL MODELS AND METHODS IN APPLIED SCIENCES, 2016, vol. 2016, no. 10, p. 373-380. ISSN: 1998-0140.Detail
KALA, Z. Global Fuzzy Sensitivity Analysis of Model Outputs. In 22nd Int. Conf. on Soft Computing. Mendel Journal series. Brno, Česká republika: 2016. p. 225-228. ISBN: 978-80-214-5365-4. ISSN: 1803-3814.Detail
KALA, Z. Fuzzy Sensitivity Analysis for Reliability Assessment of Building Structures. In 13th Int. Conf. of Numerical Analysis and Applied Mathematics 2015. AIP conference proceedings. Rhodos, Řecko: 2016. p. 1-4. ISBN: 978-0-7354-1392-4. ISSN: 0094-243X.Detail
VALEŠ, J.; KALA, Z.; MARTINÁSEK, J. Solving Lateral Beam Buckling Problems by Means of Solid Finite Elements and Nonlinear Computational Methods. International Journal of Mathematical and Computational Methods, 2016, vol. 2016, no. 1, p. 103-108. ISSN: 2367-895X.Detail
VALEŠ, J.; KALA, Z.; MARTINÁSEK, J.; OMISHORE, A. FE Nonlinear Analysis of Lateral-torsional Buckling Resistance. International Journal of Mechanics, 2016, vol. 2016, no. 10, p. 235-241. ISSN: 1998-4448.Detail
VALEŠ, J.; KALA, Z. Stability Analysis of a Geometrically Imperfect Structure using a Random Field Model. International Journal of Theoretical and Applied Mechanics, 2016, vol. 2016, no. 1, p. 259-263. ISSN: 2367-8992.Detail
KALA, Z.; OMISHORE, A. Fuzzy Stochastic Approaches for Analysing the Serviceability Limit State of Load Bearing Systems. International Journal of Mathematics and Computers in Simulation, 2016, vol. 2016, no. 10, p. 294-301. ISSN: 1998-0159.Detail
2015
KALA, Z.; KALA, J. Sobol's sensitivity analysis of stability problems of steel beams. In European Safety and Reliability Conference - Safety and Reliability: Methodology and Applications. Polsko: 2015. p. 2315-2319. ISBN: 978-1-138-02681-0.Detail
RAMÍK, Z.; VEJVODA, S.; KALA, Z. Problematika zavádění metod RBI v tepelných elektrárnách. All for Power, 2015, vol. 5, no. 9, p. 156-159. ISSN: 1802-8535.Detail | WWW
KALA, Z. Variance-based Sensitivity Indices for Stochastic Models with Correlated Inputs. In Numerical Analysis and Applied Mathematics 2014, ICNAAM 2014. 2015. p. 1-4. ISBN: 978-0-7354-1287-3.Detail | WWW
KALA, Z. Reliability and Sensitivity Analysis of Welded Shell Tanks for Crude Oil Storage. In Numerical Analysis and Applied Mathematics 2014, ICNAAM 2014. Rhodos, Řecko: 2015. p. 1-4. ISBN: 978-0-7354-1287-3.Detail | WWW
KALA, Z.; VALEŠ, J. Fuzzy Analysis of Serviceability Limit State of Slender Steel Beam under Bending. In Numerical Analysis and Applied Mathematics 2014. 2015. p. 1-4. ISBN: 978-0-7354-1287-3.Detail | WWW
KALA, Z.; KALINA, M.; FRANTÍK, P. Buckling and Post-Buckling of the von Mises Planar Truss. In Numerical Analysis and Applied Mathematics 2014. 2015. p. 1-4. ISBN: 978-0-7354-1287-3.Detail | WWW
KALA, Z.; GOTTVALD, J.; STONIŠ, J.; VEJVODA, S.; OMISHORE, A. Sensitivity Analysis of Stress State of Welded Tanks. In New Trends in Statics and Dynamics of Buildings. Applied Mechanics and Materials. Switzerland: 2015. p. 3-8. ISBN: 978-80-227-4259- 7. ISSN: 1662- 7482.Detail | WWW
KALA, Z.; VALEŠ, J. Stochastic Analysis of the Lateral Beam Buckling of Beams with initial imperfections. In Safety and Reliability of Complex Engineered Systems. Zürich Switzerland: Luca Podofillini, Bruno Sudret, Božidar Stojadinović, Enrico Zio, Wolfgang Kröger, 2015. p. 2547-2552. ISBN: 978-1-138-02879-1.Detail
KALA, Z. Sensitivity and Reliability Analyses of Lateral-torsional Buckling Resistance of Steel Beams. ARCH CIV MECH ENG, 2015, vol. 15, no. 4, p. 1098-1107. ISSN: 1644-9665.Detail
KALA, Z. Reliability Analysis of the Lateral Torsional Buckling Resistance and the Ultimate Limit State of Steel Beams with Random Imperfections. Journal of civil engineering and management, 2015, vol. 21, no. 7, p. 902-911. ISSN: 1392-3730.Detail
KALA, Z. Applications of Global Sensitivity Analysis Methods in Civil Engineering. In European Safety and Reliability Conference - Safety and Reliability of Complex Engineered Systems, ESREL 2015. Zürich: 2015. p. 2541-2545. ISBN: 978-1-138-02879-1.Detail
KALA, Z.; KALA, J. Finite Element Procedures in Probabilistic Assessment of Thin- walled Steel Columns. In Proc. of the 9th Int. Conf. on Continuum Mechanics (CM '15). Energy, Environmental and Structural Engineering. Rome (Italy): 2015. p. 201-206. ISBN: 978-1-61804-346- 7. ISSN: 2227- 4359.Detail
KALA, Z. Sensitivity Evaluation of the Lateral-torsional Buckling Resistance of Steel Beams. In 21st International Conference on Soft Computing - MENDEL 2015. Mendel Journal series. Brno: 2015. p. 195-200. ISSN: 1803-3814.Detail
KALA, Z.; VALEŠ, J. Fuzzy Logic for Design Verification of Steel Beams in Serviceability Limit State. In 21st International Conference on Soft Computing - MENDEL 2015. Mendel Journal series. Brno: 2015. p. 91-96. ISSN: 1803-3814.Detail | WWW
KALA, Z. Optimal Design and Analysis of Structures via Fuzzy Stochastic Procedures. In Proc. of 3rd Int. Conf. Optimization and Analysis of Structures. Optimization and Analysis of Structures. Tartu (Estonia): 2015. p. 23-27. ISSN: 2461- 2677.Detail
KALA, Z. Spolehlivostní analýza svařovaných nádrží. In Proc. of Modelling in Mechanics 2015. Ostrava, Česká republika: 2015. p. 1-6. ISBN: 978-80-248-3756- 7.Detail | WWW
KALA, Z. Reliability Analysis of Thin- walled Cylindrical Shells. Transaction of the VŠB-Technical university of Ostrava, Mechanical series, 2015, vol. 15, no. 2, p. 1-8. ISSN: 1210-0471.Detail | WWW | Full text in the Digital Library
KALINA, M.; KALA, Z.; FRANTÍK, P. Elastic Buckling and Post- Buckling of Von Mises Planar Trusses. In Trends in Statics and Dynamics of Constructions. Applied Mechanics and Materials. Bratislava, Slovenská republika: 2015. p. 49-54. ISBN: 978-3-03835-485- 7. ISSN: 1662- 7482.Detail
ANTUCHEVICIENE, J.; KALA, Z.; MARZOUK, M.; VAIDOGAS, E. Solving Civil Engineering Problems by Means of Fuzzy and Stochastic MCDM Methods: Current State and Future Research. MATHEMATICAL PROBLEMS IN ENGINEERING, 2015, vol. 15, no. 15, p. 1-16. ISSN: 1024-123X.Detail | WWW | Full text in the Digital Library
VALEŠ, J.; KALA, Z.; MELCHER, J. Application of fuzzy set theory to the serviceability limit state of a steel beam under bending. In Trends in Statics and Dynamics of Constructions. Applied Mechanics and Materials. Switzerland: 2015. p. 91-96. ISBN: 978-3-03835-485- 7. ISSN: 1662-7482.Detail
ANTUCHEVICIENE, J.; KALA, Z.; MARZOUK, M.; VAIDOGAS, E. Decision Making Methods and Applications in Civil Engineering. MATHEMATICAL PROBLEMS IN ENGINEERING, 2015, vol. 2015, no. 160569, p. 1-3. ISSN: 1024-123X.Detail | WWW | Full text in the Digital Library
KALA, Z. The Reliability Analysis of Welded Tanks for Oil Storage. In Safety and Reliability: Methodology and Applications, ESREL 2014. Wroclaw, Polsko: 2015. p. 2249-2254. ISBN: 978-1-138-02681-0.Detail
2014
KALA, Z.; VALEŠ, J. Modelling and Statistical Approaches to Lateral- torsional Buckling. In Advanced Materials Research. Advanced Materials Research. Switzerland: 2014. p. 259-264. ISBN: 978-3-03835-147- 4. ISSN: 1022- 6680.Detail
KALA, Z.; GOTTVALD, J.; STONIŠ, J.; VEJVODA, S.; OMISHORE, A. Sensitivity Analysis of the Stress State in Shell Courses of Crude Oil Cylindrical Tanks. In New Trends in Statics and Dynamics of Buildings. Bratislava, Slovenská republika: 2014. p. 1-10. ISBN: 978-80-227-4259- 7.Detail
KALA, Z.; VALEŠ, J. Lateral-Torsional Buckling of I-Section Beams with Initial Random Imperfections. In Engineering Mechanics 2014. Svratka, Česká republika: 2014. p. 280-283. ISBN: 978-80-214-4871-1.Detail
VALEŠ, J.; KALA, Z.; MELCHER, J. Application of fuzzy set theory to serviceability limit state of steel beam under bending. In New Trends in Statics and Dynamics of Buildings. Bratislava, Slovenská republika: 2014. p. 1-5. ISBN: 978-80-227-4259- 7.Detail
KALA, Z. A Probabilistic Analysis of the Lateral– torsional Buckling Resistance of Steel Beams with Random Imperfections. In EUROSTEEL 2014. Naples, Italy: 2014. p. 1-7. ISBN: 978-92-9147-121- 8.Detail
KALINA, M.; KALA, Z.; FRANTÍK, P. Elastic Buckling and Post- buckling of von mises planar trusses. In International Conference on New Trends in Statics and Dynamics of Buildings. Bratislava, Slovenská republika: 2014. p. 1-6. ISBN: 978-80-227-4259- 7.Detail
KALA, Z.; GOTTVALD, J.; STONIŠ, J.; OMISHORE, A. Sensitivity Analysis of the Stress State in Shell Courses of Welded Tanks for Oil Storage. Engineering Structures and Technologies, 2014, vol. 6, no. 1, p. 7-12. ISSN: 2029-882X.Detail | WWW | Full text in the Digital Library
2013
KALA, Z. Stochastic Analysis of the Effects of Imperfections on the Lateral-torsional Buckling of a Hot- rolled Steel Beam under Bending. Computational Mechanics 2013. Špičák: 2013. p. 53-54. Detail
KALA, Z. Stochastic Analysis of the Lateral - Torsional Buckling Resistance of Steel Beams with Random Imperfections. In 11th International Conference of Numerical Analysis and Applied Mathematics 2013. AIP conference proceedings. Rhodos, Řecko: 2013. p. 2261-2264. ISBN: 978-0-7354-1184- 5. ISSN: 0094- 243X.Detail
KALA, Z. Elastic Lateral-Torsional Buckling of Simply Supported Hot-Rolled Steel I-Beams with Random Imperfections. In 11th International Scientific Conference on Modern Building Materials, Structures and Techniques (MBMST). Procedia Engineering. 2013. p. 504-514. ISSN: 1877-7058.Detail | WWW | Full text in the Digital Library
KALA, Z.; KALA, J. Uncertainty and Sensitivity Analysis of Beam Stability Problems using Shell Finite Elements and Nonlinear Computational Approach. In Safety, Reliability, Risk and Life- Cycle Performance of Structures and Infrastructures. New York, USA: 2013. p. 1-4. ISBN: 978-1-138-00086- 5.Detail
KALA, Z.; VALEŠ, J. Modelling and Statistical Approaches to Lateral- Torsional Buckling. In International Scientific Conference on Structural and Physical Aspects of Civil Engineering. Vysoké Tatry, Slovenská republika: 2013. p. 1-6. ISBN: 978-80-553-1488- 4.Detail
2012
KALA, Z.; KALA, J. Lateral-Torsional Buckling Analysis of I- Beams using Shell Finite Elements and Nonlinear Computation Methods. In Numerical Analysis and Applied Mathematics ICNAAM 2012. Greece: 2012. p. 2066-2069. ISBN: 978-0-7354-1091- 6.Detail
KALA, Z. Geometrically Non- linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections. Journal of civil engineering and management, 2012, vol. 18, no. 1, p. 81-90. ISSN: 1392- 3730.Detail
KALA, Z.; SANDOVIČ, G. Fuzzy Stochastic Analysis of Serviceability and Ultimate Limit States of Two- Span Pedestrian Steel Bridge. In ICNAAM 2012 - International Conference on Numerical Analysis and Applied Mathematics. Kos, Řecko: 2012. p. 2070-2073. ISBN: 978-0-7354-1091- 6.Detail
KALA, J.; KALA, Z. The Interaction of Local Buckling and Stability Loss of a Thin- Walled Column under Compression. In ICNAAM 2012 - International Conference on Numerical Analysis and Applied Mathematics. Kos, Řecko: 2012. p. 2074-2077. ISBN: 978-0-7354-1091- 6.Detail
GOTTVALD, J.; KALA, Z. Sensitivity Analysis of Tangential Digging Forces of the Bucket Wheel Excavator SchRs 1320 for Different Terraces. Journal of civil engineering and management, 2012, vol. 18, no. 5, p. 609-620. ISSN: 1392- 3730.Detail
GOTTVALD, J.; KALA, Z. Analysis of the Stability Collapse of Half- Buried Storage Tank. In STABILITY of STRUCTURES XHI- th SYMPOSIUM Zakopane 2012. Zakopane, Poland: 2012. p. 267-274. ISBN: 83-914019-7- 9.Detail
KALA, Z. Imperfection Sensitive Buckling of Rectangular Frames with Elastic Bracing Stiffness. In XIII Sympozjum Stateczności Konstrukcji. Zakopane, Poland: 2012. p. 309-314. ISBN: 83-914019-7- 9.Detail
2011
KALA, Z. Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures. In Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011). Troyes: 2011. p. 1937-1940. ISBN: 978-0-203-13510- 5.Detail
KALA, Z. Sensitivity Analysis of the Beam Resistance of hot- rolled IPE 200 Profile. In In Proc. of the 2nd Int. Conf. on Theoretical and Applied Mechanics 2011 (TAM 11). Corfu, Greece: 2011. p. 51-55. ISBN: 978-1-61804-020- 6.Detail
KALA, Z.; KALA, J. Sensitivity Analysis of Stability Problems of Steel Columns using Shell Finite Elements and Nonlinear Computation Methods. In Engineering mechanics 2011, 17th International Conference. Svratka: 2011. p. 271-274. ISBN: 978-80-87012-33- 8.Detail
GOTTVALD, J.; KALA, Z. Variance- Based Sensitivity Analysis of Tangential Digging Forces of the Bucket Wheel Excavator SchRs 1320. In Proceedings of the Int. Conference on Recent Researches in Engineering and Automatic Control. Puerto De La Cruz, Spain: 2011. p. 204-209. ISBN: 978-1-61804-057- 2.Detail
KALA, Z.; KALA, J. Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods. In Numerical Analysis and Applied Mathematics, ICNAAM 2011. Halkidiki, Greece: 2011. p. 1865-1868. ISBN: 978-0-7354-0954- 5.Detail
KALA, Z. Variance Based Sensitivity Analysis of Interactive Buckling. In Proc. of the European Safety and reliability Conf. Advances in Safety, Reliability and Risk Management (ESREL 2011). Troyes, France: 2011. p. 2230-2234. ISBN: 978-0-203-13510- 5.Detail
KALA, Z. Sensitivity Analysis of Stability Problems of Steel Plane Frames. THIN- WALLED STRUCTURES, 2011, vol. 49, no. 5, p. 645-651. ISSN: 0263- 8231.Detail
KALA, Z. Sensitivity Analysis of Steel Plane Frames with Initial Imperfections. ENGINEERING STRUCTURES, 2011, vol. 33, no. 8, p. 2342-2349. ISSN: 0141- 0296.Detail
2010
KALA, Z. Sensitivity Analysis in Advanced Building Industry. Procedia Social and Behavioral Sciences, 2010, vol. 2, no. 6, p. 7682-7683. ISSN: 1877- 0428.Detail
KALA, Z.; KALA, J. Resistance of Thin- walled Plate Girders under Combined Bending and Shear. WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS, 2010, vol. 2, no. 6, p. 242-251. ISSN: 1991- 8747.Detail
KALA, Z. Reliability of Steel Members Designed in Accordance with the Code Design Concepts. In International Conference of Numerical Analysis and Applied Mathematics. Rhodos, Řecko: 2010. p. 579-582. ISBN: 978-0-7354-0831- 9.Detail
KALA, Z. Stochastic Approach to the stability Problems of Steel Plane Frames with Initial Imperfections. In International Conference Modern Building Materials, Structures and Techniques. Vilnius, Litva: 2010. p. 934-940. ISBN: 978-9955-28-593- 9.Detail
KALA, Z.; PUKLICKÝ, L.; OMISHORE, A.; KARMAZÍNOVÁ, M.; MELCHER, J. Stability Problems of Steel- Concrete Members Composed of High Strength Materials. Journal of civil engineering and management, 2010, vol. 16, no. 3, p. 352-362. ISSN: 1392- 3730.Detail
2009
KALA, Z. Sensitivity Assessment of Steel Members under Compression. ENGINEERING STRUCTURES, 2009, vol. 31, no. 6, p. 1344-1348. ISSN: 0141- 0296.Detail
KALA, Z.; MELCHER, J.; PUKLICKÝ, L. Material and Geometrical Characteristics of Structural Steels Based on Statistical Analysis of Metallurgical Products. Journal of civil engineering and management, 2009, vol. 15, no. 3, p. 299-307. ISSN: 1392- 3730.Detail
KALA, Z.; OMISHORE, A.; PUKLICKÝ, L. Applicability of Fuzzy Logic to the Definition of the Buckling Length of Steel Plane Frames. Engineering Structures and Technologies, 2009, vol. 1, no. 3, p. 135-140. ISSN: 2029- 2317.Detail
KALA, Z.; KALA, J. Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods. WSEAS TRANSACTIONS ON APPLIED AND THEORETICAL MECHANICS, 2009, vol. 4, no. 3, p. 105-114. ISSN: 1991- 8747.Detail
KALA, J.; KALA, Z.; OMISHORE, A. CITLIVOSTNÍ ANALÝZA MEZNÍHO STAVU ÚNOSNOSTI OCELOVÉ VZPĚRY S UŽITÍM NELINEÁRNÍHO DESKOSTĚNOVÉHO MODELU MKP. Brno, Česká republika: 2009. p. 1-10. Detail
PUKLICKÝ, A.; KALA, Z. Application of Uncertainty Analysis to Stability Problems of Steel- concrete Structural Members. Engineering Structures and Technologies, 2009, vol. 1, no. 1, p. 44-49. ISSN: 2029- 2317.Detail
MELCHER, J.; ŠKALOUD, M.; KALA, Z.; KARMAZÍNOVÁ, M. Sensitivity and Statistical analysis within the elaboration of steel plated girder resistance. Advanced Steel Construction - an International Journal, 2009, vol. 5, no. 4, p. 390-405. ISSN: 1816- 112X.Detail
KALA, J.; MELCHER, J.; ŠKALOUD, M.; KALA, Z. Theoretical Investigation of steel palted girder resistance. PROCEEDINGS OF WORLD ACADEMY OF SCIENCE, ENGINEERING AND TECHNOLOGY, 2009, vol. 38, no. 2, p. 765-767. ISSN: 2070- 3740.Detail
KARMAZÍNOVÁ, M.; MELCHER, J.; KALA, Z. Design of expansion anchors to concrete based on the results of experimental verification. Advanced Steel Construction - an International Journal, 2009, vol. 5, no. 4, p. 390-405. ISSN: 1816- 112X.Detail
2008
KALA, Z. Fuzzy analýza pravděpodobnosti poruchy konstrukce navržené podle Eurokódu 3 z konstrukční oceli S235 rakouské a české výroby. Inžinierske stavby, 2008, vol. 56, no. 2, p. 90-93. ISSN: 1335- 0846.Detail
KALA, Z. Fuzzy probability analysis of the fatigue resistance of steel structural members under bending. Journal of civil engineering and management, 2008, vol. 14, no. 1, p. 67-72. ISSN: 1392- 3730.Detail
2007
KALA, Z.; OMISHORE, A. Fuzzy probabilistic models in structural reliability. In Recent developments in structural engineering, mechanics and computation. Cape town, South Africa: 2007. p. 1-6. ISBN: 978-90-5966-054- 0.Detail
KALA, Z.; OMISHORE, A. Fuzzy probabilistic models in structural reliability. Cape Town, South Africa: 2007. p. 669-700. Detail
KALA, Z. Fuzzy Probabilistic Analysis of Steel Structure Focused on Reliability Design Concept of Eurocodes. Nonlinear Analysis - Modelling and Control, 2007, vol. 12, no. 3, p. 371-382. ISSN: 1392- 5113.Detail
KALA, Z. Influence of Partial Safety Factors on Design Reliability of Steel Structure - Probability and Fuzzy Probability Assessments. Journal of civil engineering and management, 2007, vol. 13, no. 4, p. 291-296. ISSN: 1392- 3730.Detail
KALA, Z. Stability Problems of Steel Structures in the Presence of Stochastic and Fuzzy Uncertainty. THIN- WALLED STRUCTURES, 2007, vol. 45, no. 10- 11, p. 861-865. ISSN: 0263- 8231.Detail
KALA, Z. Fuzzy- Random Analysis of Steel Structures. Engineering Mechanics, 2007, vol. 14, no. 1, p. 199-210. ISSN: 1802- 1484.Detail
KALA, Z. Fuzzy Probability Methods in Applications to Reliability Analysis of Eurocode Rules for Steel Structures Design. Engineering Mechanics, 2007, vol. 14, no. 5, p. 359-370. ISSN: 1802- 1484.Detail
KALA, Z. Citlivostní analýza. Stavební obzor, 2007, vol. 16, no. 10, p. 289-294. ISSN: 1210- 4027.Detail
KALA, Z. Fuzzy Analysis of the Failure Probability of Steel Member under Bending. In Modern building materials, structures and techniques. Vilnius, Lithuania: 2007. p. 401-402. ISBN: 978-9955-28-131- 3.Detail
KALA, Z. Sensitivity Study of Steel Imperfect Member under Compression. In Modern building materials, structures and techniques. Vilnius, Lithuania: 2007. p. 403-404. ISBN: 978-9955-28-131- 3.Detail
KALA, Z. Fuzzy Probabilistic Optimisation. In Computational methods for coupled problems in science and engineering. Barcelona, Španělsko: 2007. p. 713-716. ISBN: 978-84-96736-18- 4.Detail
KALA, Z. Numerical Methods for the Complex Fuzzy- random Analysis of Uncertainty in Structure Design. In Computational Plasticity. Barcelona, Španělsko: 2007. p. 943-946. ISBN: 978-84-96736-29- 0.Detail
KALA, Z.; OMISHORE, A. Reliability Analysis of Steel Structures Focused on Semi- probabilistic Design Concept of Eurocodes. In Computational Plasticity. Barcelona, Španělsko: 2007. p. 877-880. ISBN: 978-84-96736-29- 0.Detail
KALA, Z. Sobol' s Sensitivity Indices in Applications to Stability Problems of Steel Structures. In Lightweight structures in civil engineering. Waršava, Polsko: 2007. p. 44-48. ISBN: 978-83-924884-1- 5.Detail
KALA, Z. Mezní stavy a spolehlivost ocelových konstrukcí. Brno, ČR: 2007. 32 p. ISBN: 978-80-214-3417- 2.Detail
VEJVODA, S.; KALA, Z.; NEKVASIL, R. Pravděpodobnost poruchy napájecího systému kotle zapříčiněná korozní únavou. In Spolehlivost konstrukcí. Praha, ČR: 2007. p. 199-204. ISBN: 978-80-86246-33- 8.Detail
MELCHER, J.; KALA, Z.; ROZLÍVKA, L.; KARMAZÍNOVÁ, M. Současné metody analýzy spolehlivosti ocelových konstrukcí. In Zborník z XXXIII. Aktívu pracovníkov odboru ocelových konštrukcií "Kovové, spriahnuté a drevené konštrukcie a mosty". Bratislava: SSOK, 2007. p. 109-112. ISBN: 978-80-969161-5- 3.Detail
MELCHER, J.; ŠKALOUD, M.; KALA, Z.; KARMAZÍNOVÁ, M. Statistical and sensitivity analysis within the elaboration of steel plated girder resistance. In Proceedings of the 6th International Conference "Steel and Aluminium Structures ICSAS '07". Oxford: Oxford Brookes University, 2007. p. 309-315. ISBN: 978-0-9556254-0- 4.Detail
MELCHER, J.; KALA, Z.; KARMAZÍNOVÁ, M. Verification and transparency of the reliability level resulting from the specified criteria for steel member design. In Proceedings of the 5th International Conference on Advances in Steel Structures. Singapore: Research Publishing, 2007. p. 419-424. ISBN: 978-981-05-9366- 7.Detail
KARMAZÍNOVÁ, M.; MELCHER, J.; KALA, Z. Actual Behaviour and Load- carrying Capacity of Steel Expansion Anchors to Concrete. In Proceedings of the 5th International Conference on Advances in Steel Structures. Singapore: Research Publishing Services - Singapore, 2007. p. 671-676. ISBN: 978-981-05-9366- 7.Detail
KARMAZÍNOVÁ, M.; MELCHER, J.; KALA, Z. To the design of steel expansion anchors based on the experimental verification of the actual behaviour. In Proceedings of 6th International Conference on Steel and Aluminium Structures ICSAS 07. Oxford: Oxford Brookes University, 2007. p. 401-408. ISBN: 978-0-9556254-0- 4.Detail
KARMAZÍNOVÁ, M., MELCHER, J., KALA, Z. Load-carrying Capacity of post- installed steel anchors to concrete subjected to shear. In Proceedings of the 3rd International Conmference on Steel and Composite Structures ICSCS 07. Manchester: University of Manchester, 2007. p. 449-454. ISBN: 0-415-45141- 8.Detail
KARMAZÍNOVÁ, M.; MELCHER, J.; KALA, Z. K problematice návrhu nosných konstrukcí s využitím výsledků experimentů. In Sborník příspěvků česko- slovenské konsference Experiment 07. Brno: CERM Brno, 2007. p. 171-176. ISBN: 978-80-7204-543- 3.Detail
2006
KALA, J.; KALA, Z.; KERŠNER, Z.; NOVÁK, D.; SALAJKA, V. Vědecko-výzkumná činnost Ústavu stavební mechaniky FAST VUT v Brně (2005-6). In Směřování kateder/ústavu STM stavebních fakult ČR a SR 2005/ 2006. Mikulov, ČR: 2006. p. 30-46. ISBN: 80-214-3248- 9.Detail
KALA, Z. Sensitivity Analysis of Fatigue Behaviour of Steel Structure Under In- plane Bending. Nonlinear Analysis - Modelling and Control, 2006, vol. 11, no. 1, p. 33-45. ISSN: 1392- 5113.Detail
OMISHORE, A.; KALA, Z. Application limits of Conventional Models of Systems. In Spolehlivost konstrukcí. Praha, ČR: 2006. p. 157-162. ISBN: 80-02-01770- 6.Detail
MELCHER, J.; KALA, Z.; OMISHORE, A. K transparentnosti hladiny spolehlivosti návrhových kritérií mezních stavů. In Ocelové konstrukce a mosty 2006. Bratislava, SR: 2006. p. 27-32. ISBN: 80-227-2471- 8.Detail
KALA, Z.; OMISHORE, A. Fuzzy uncertainty of stochastic methods. In Technical sheets 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-04054- 6.Detail
KALA, Z.; MELCHER, J.; OMISHORE, A. Note to the transparency of the reliability level of limit state design criteria. In Technical sheets 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-04054- 6.Detail
KALA, Z. Sensitivity analysis of fatigue crack propagation. In Technical sheets 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-04054- 6.Detail
KALA, Z.; MELCHER, J.; NOVÁK, D. A comparison of the statistical analysis off material characteristics of the austrian and czech structural steel. In Technical sheets 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-04054- 6.Detail
KALA, Z.; OMISHORE, A. Uncertainty analysis of the influence of imperfections on the reliability of steel structures. In Technical sheets 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-04054- 6.Detail
KALA, Z.; OMISHORE, A. Fuzzy neurčitost stochastických metod. In Technické listy 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-03892- 5.Detail
KALA, Z.; MELCHER, J.; OMISHORE, A. K transparentnosti hladiny spolehlivosti návrhových kritérií mezních stavů. In Technické listy 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-03892- 5.Detail
KALA, Z. Citlivostní analýza šíření únavové trhliny. In Technické listy 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-03892- 5.Detail
KALA, Z.; MELCHER, J.; NOVÁK, D. Srovnávání výsledků statistické analýzy materiálových charakteristik rakouských a českých konstrukčních ocelí. In Technické listy 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-03892- 5.Detail
KALA, Z.; OMISHORE, A. Analýza neurčitosti vlivu imperfekcí na spolehlivost ocelových konstrukcí. In Technické listy 2006. 1. Brno: 2006. p. 1-2. ISBN: 978-80-01-03892- 5.Detail
OMISHORE, A.; KALA, Z. Fuzzy Distribution of the Load- Carrying Capacity of Steel Member under Compression. In VSU 2006. Sofia, Bulgaria: 2006. p. 252-255. ISBN: 954-331-009- 2.Detail
KALA, Z.; STRAUSS, A.; BERGMEISTER, K.; HOFFMAN, S.; NOVÁK, D. Technologische Eigenschaften von Stählen im europäischen Vergleich. Stahlbau, 2006, vol. 75, no. 1, p. 55-60. ISSN: 0038- 9145.Detail
KALA, Z. K otázce fuzzy neurčitosti výsledků pravděpodobnostních metod. In PPK 2006. Brno, ČR: 2006. p. 193-204. ISBN: 80-214-3251- 9.Detail
KALA, Z. Od metod dílčích součinitelů k pravděpodobnostnímu pojetí posudku spolehlivosti systémů. In Spolehlivost konstrukcí. Praha, ČR: 2006. p. 21-32. ISBN: 80-02-01770- 6.Detail
KALA, Z.; OMISHORE, A. Stability Problems of Steel Structures with Consideration of Fuzzy- Random Imperfection Inputs. In Symposium Stability of Structures. Zakopane, Poland: 2006. p. 165-172. ISBN: 83-914019-3- 6.Detail
KALA, Z.; OMISHORE, A. Fuzzy and Stochastic Theories and their Applications in Structural Engineering. In ASRANet. Glasgow, UK: 2006. p. 1-8. ISBN: 0-9553550-0- 1.Detail
KALA, Z. Fuzzy neurčitost stochastických metod. Stavební obzor, 2006, vol. 15, no. 8, p. 238-242. ISSN: 1210- 4027.Detail
KALA, Z. Fuzzy analýza vágní neurčitosti pravděpodobnostního posudku spolehlivosti ocelové konstrukce. Inžinierske stavby, 2006, vol. 54, no. 1, p. 1-6. ISSN: 1335- 0846.Detail
MELCHER, J.; KALA, Z.; OMISHORE, A. Note to the Transparency of the Reliability Level of Limit States Criteria for Stability Design. In SDSS 2006. Lisbon, Portugal: 2006. p. 1147-1152. ISBN: 972-8469-61- 6.Detail
OMISHORE, A.; KALA, Z. Fuzzy Analysis of Buckling Lengths of Steel Frame. In Modelování v mechanice. Ostrava, ČR: 2006. p. 61-62. ISBN: 80-248-1035- 2.Detail
2005
KALA, J.; KALA, Z. Yield strength variability over steel beam cross- section. In Computational Methods for Coupled Problems in Science and Engineering. Santorini, GR: International Center for numerical methods in Engineering, 2005. p. 207 ( p.)ISBN: 84-95999-71- 4.Detail
KALA, J.; KALA, Z. Influence of yield strength variability over cross-section to steel beam load- carrying capacity. Nonlinear Analysis - Modelling and Control, 2005, vol. 10, no. 2, p. 151-160. ISSN: 1392- 5113.Detail
MELCHER, J., KALA, Z. Deliberation on safety concepts applied in design procedures of steel structures. In ICASS 05. Kidlington, Oxford, UK: Elsevier Ltd., 2005. p. 1305 ( p.)ISBN: 0-08-044637- X.Detail
KALA, Z., MELCHER, J., NOVÁK, D. Comparison of Material Characteristics of Austrian and Czech Structural Steels. International Journal of Materials and Structural Reliability, 2005, vol. 3, no. 1, p. 43 ( p.)ISSN: 1685- 6368.Detail
KALA, Z.; MELCHER, J.; NOVÁK, D.; SALAJKA, V. Teoretické modely statického, resp. dynamického chování, spolehlivostní analýza. In Technické listy 2005, Díl 1: Soubor úvodních technických listů. 1. Brno: 2005. p. 1-2. ISBN: 978-80-01-03892- 5.Detail
KALA, Z. Pravděpodobnostní a citlivostní analýza ocelového rovinného rámu. In Spolehlivost konstrukcí. Ostrava, ČR: 2005. p. 125 ( p.)ISBN: 80-02-01708- 0.Detail
KALA, Z.; OMISHORE, A. Comparison of Fuzzy Set Theory and Stochastic Method Results in Application to the Analysis of the Ultimate Load- carrying Capacity of Steel Members with Imperfections. In COMPLAS. Barcelona, Španělsko: 2005. p. 1031 ( p.)ISBN: 84-95999-78- 1.Detail
KALA, Z. Fatigue Analysis of Steel Structure Subjected to Repeated Loading - Sensitivity Approach. In Eurosteel. Netherland, Maastricht: 2005. p. 41 ( p.)ISBN: 3-86130-812- 6.Detail
KALA, Z. Steel Beam Nonlinear Behaviour Analysis Comparison Fuzzy Set Theory with Stochastic Approach. In VSU 2005. Bulharsko, Sofie: 2005. p. 122 ( p.)ISBN: 954-331-003- 3.Detail
KALA, Z.; OMISHORE, A. Comparison of Fuzzy Set Theory and Stochastic Method in Application to the Analysis of the Load Carrying Capacity of Steel Members Under Tension. In Lightweight Structures in Civil Engineering. Polsko, Varšava: Obrebski, 2005. p. 188 ( p.)ISBN: 83-908867-9- 0.Detail
KALA, Z. Sensitivity Fatigue Analysis of Steel Structure Subjected to Repeated Loading. In CCMCPS. Santorini, Řecko: 2005. p. 1 ( p.)ISBN: 84-95999-71- 4.Detail
KALA, Zdeněk; KALA, Jiří; ŠKALOUD, Miroslav; MELCHER, Jindřich. Coupled Instabilities in Steel Plate Girders with Fatigue Behaviour. In 1. 1. Santorini Island, Greece: M. Papadrakakis, 2005. p. 1-6. ISBN: 84-95999-71- 4.Detail
KALA, Zdeněk. Auxiliary Sensitivity Analysis Applied to Stability Problems of Steel Frame Structures. Inženýrská mechanika - Engineering Mechanics, 2005, vol. 12, no. 1, p. 63-70. ISSN: 1210- 2717.Detail
KALA, Zdeněk; KALA, Jiří. Sensitivity Analysis of the Effect of Initial Imperfections on the Steel Plate Girders Fatigue Limit State. 2005, vol. 38, no. 1, p. 3-13. ISSN: 0783- 6104.Detail
KALA, Zdeněk; KALA, Jiří; ŠKALOUD, Miroslav; TEPLÝ, Břetislav. Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue Behaviour of Steel Plate Girders. Nonlinear Analysis - Modelling and Control, 2005, vol. 11, no. 2, p. 99-107. ISSN: 1392- 5113.Detail
KALA, Zdeněk. Fuzzy Sets Theory in Comparison with Stochastic Methods to Analyse Nonlinear Behaviour of a Steel Member under Compression. Nonlinear Analysis - Modelling and Control, 2005, vol. 10, no. 1, p. 65-75. ISSN: 1392- 5113.Detail
KALA, Zdeněk. Sensitivity Analysis of the Stability Problems of Thin- walled Structures. Journal of Constructional Steel Research, 2005, vol. 61, no. 61, p. 415-422. ISSN: 0143- 974X.Detail
KALA, Zdeněk. Comparison of Material Characteristics of Austrian and Czech Structural Steels. Nonlinear Analysis - Modelling and Control, 2005, vol. 10, no. 1, p. 65-75. ISSN: 1392- 5113.Detail
KALA, Z.; KALA, J.; MELCHER, J.; ŠKALOUD, M. The Influence of the Web Initial Shape Curvature upon the Member Stress State in the Crack- Prone Areas. In Proc. CMCPSE. Barcelona, ES: 2005. p. 918-921. ISBN: 3-86130-812- 6.Detail
KALA, Z.; KALA, J.; ŠKALOUD, M.; TEPLÝ, B. Sensitivity Analysis of the Initial Imperfections Influence on the Stress State in the Crack Prone Areas of Breathing Webs. In EUROsteel. Maastricht, NL: 2005. p. 47-54. ISBN: 3-86130-812- 6.Detail
KALA, Z.; KALA, J.; ŠKALOUD, M.; TEPLÝ, B. Sensitivity Analysis Applied to the Steel Plate Structures. In proc. VSU 2005. Sofia, BG: 2005. p. 126-129. ISBN: 954-331-003- 3.Detail
KALA, J.; KALA, Z.; ŠKALOUD, M.; TEPLÝ, B. Eigen mode initial imperfection influence on behaviour of thin- walled systems. In Lightweight Structures in Civil Engineering. Varšava, PL: 2005. p. 137-140. ISBN: 83-908867-9- 0.Detail
KALA, Z.; KALA, J.; ŠKALOUD, M.; TEPLÝ, B. Sensitivity Analysis of the State of Stress in the Crack- Prone Areas of Breathing Webs. In Lightweight Structures in Civil Engineering. Varšava, PL: Wydawnicto naukowe, 2005. p. 219-228. ISBN: 83-908867-9- 0.Detail
2004
KALA, Z., KALA, J., TEPLÝ, B. Citlivostní analýza vlivu počátečních imperfekcí štíhlé stěny ocelového nosníku na jeho únavovou odolnost. In PPK2004 Pravděpodobnost porušování konstrukcí. Brno: 2004. p. 207 ( p.)ISBN: 80-214-2718- 3.Detail
KALA, Z., KALA, J., TEPLÝ, B., ŠKALOUD, M. Využití výsledků experimentálního výzkumu při stochastické analýze vlivu velikosti a tvaru počáteční imperfekce štíhlé stěny ocelového nosníku na její napjatost. In Experiment – významný zdroj poznání a verifikace metod navrhování nosných stavebních konstrukcí. Brno: 2004. p. 153 ( p.)ISBN: 80-7204-354- 4.Detail
ZÖRNEROVÁ, M., ŠKALOUD, M., KALA, Z. Analýza velikosti a tvaru počátečních imperfekcí štíhlé stěny ocelových nosníků naměřených během pražských experimentů. In Experiment – významný zdroj poznání a verifikace metod navrhování nosných stavebních konstrukcí. Brno: 2004. p. 661 ( p.)ISBN: 80-7204-354- 4.Detail
KALA, Z.; KALA, J. M03 - Složené případy namáhání prutů, stabilita a vzpěrná pevnost tlačených prutů. M03 - Složené případy namáhání prutů, stabilita a vzpěrná pevnost tlačených prutů. Brno: 2004. p. 1-48. Detail
KALA, J.; KALA, Z. Coupled Instabilities in Centrally Loaded Thin- Walled Columns. Finland: 2004. p. 422 ( p.)Detail
KERŠNER, Z.; NOVÁK, D.; SALAJKA, V.; KALA, Z.; TEPLÝ, B. Vědecko-výzkumná činnost Ústavu stavební mechaniky FAST VUT v Brně (2003 až 2004). In Súčasné trendy vývoja stavebnej mechaniky. Žilina - Vrátna dolina: Katedra stavebnej mechaniky FAST ŽU v Žiline, 2004. p. 9 ( p.)Detail
MELCHER, J., KALA, Z., ROZLÍVKA, L. Design characteristics of structural steels based on statistical analysis of metallurgical products. Journal of Constructional Steel Research, 2004, vol. 60, no. 5, p. 795 ( p.)ISSN: 0143- 974X.Detail
KALA, Z., KALA, J., ŠKALOUD, M., TEPLÝ, B., MELCHER, J., NOVÁK, D. Sensitivity Analysis of Engineering Structures. In CD Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering – ECCOMAS 2004. Jyväskylä (Finland): Jyväskylä, 2004. p. 1 ( p.)ISBN: 951-39-1868- 8.Detail
KALA, Z., MELCHER, J. On Some Problems of the Verification of Structural Design Criteria Using the Probabilistic Approaches. In Proc. of the VI. Slovak National Conference with Abroad Participation „Statics and Physics Problems of Structures“. Tatranská Lomnica (SR): Tatranská Lomnica, 2004. p. 115 ( p.)ISBN: 80-232-0230- 8.Detail
KALA, Z. Reliability of steel structures in compliance with the principles of the EN 1990 - Theoretical and Experimental Studies, Part 1. Inženýrská mechanika - Engineering Mechanics, 2004, vol. 11, no. 1, p. 43 ( p.)ISSN: 1210- 2717.Detail
KALA, Z. Reliability of steel structures in compliance with the principles of the EN 1990 - Theoretical and Experimental Studies, Part 2. Inženýrská mechanika - Engineering Mechanics, 2004, vol. 2, no. 11, p. 115 ( p.)ISSN: 1210- 2717.Detail
KALA, Z. Sensitivity of Load-Carrying Capacity of a Thin- Walled Steel Member to the Initial Curvature Shape of its Axis. In Thin- Walled Structures. Great Britain: 2004. p. 835 ( p.)ISBN: 0-7503-1006- 5.Detail
KALA, Z., KALA, J., ŠKALOUD, M., TEPLÝ, B. Sensitivity Analysis of the Effect of Initial Imperfections on the Stress State in the Crack- Prone Areas of Breathing Webs. In Fourth Int. Conf. on Thin- Walled Structures. Loughborough (England, UK): 2004. p. 499 ( p.)ISBN: 0-7503-1006- 5.Detail
KALA, Z., KALA, J., ŠKALOUD, M., TEPLÝ, B. The Influence of Initial Imperfections on the Behaviour of Thin- Walled Girders Welded of Slender Plate Elements. In International Colloquium Dedicated to the 70th Anniversary of Professor Victor Gioncu. Timisoara (Romania): 2004. p. 41 ( p.)ISBN: 973-638-119- 6.Detail
KALA, Z., KALA, J., TEPLÝ, B., ŠKALOUD, M. Sensitivity Analysis of the Effect of Initial Imperfections on the (i) Ultimate Load and (ii) Fatigue behaviour of Steel Plate Girders. In 8th Int. Conference Modern Building Materials, Structures and Techniques. Vilnius (Lithuania): 2004. p. 243 ( p.)ISBN: 9986-05-722- 1.Detail
KALA, Z., KALA, J. Behaviour of U Profile Steel Beam Under Torsion Loading – Length Effect. In 8th Int. Conference Modern Building Materials, Structures and Techniques. Vilnius (Lithuania): 2004. p. 223 ( p.)ISBN: 9986-05-722- 1.Detail
KALA, Z., KALA, J. Coupled Instabilities in Centrally Loaded Thin- Walled Columns. In Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering - ECCOMAS 2004. Jyväskylä (Finland): 2004. p. 20 ( p.)ISBN: 951-39-1868- 8.Detail
KALA, Z., KALA, J., ŠKALOUD, M., TEPLÝ, B., MELCHER, J., NOVÁK, D. Sensitivity Analysis of Engineering Structures. In Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering - ECCOMAS 2004. Jyväskylä (Finland): 2004. p. 1 ( p.)ISBN: 951-39-1868- 8.Detail
KALA, Z. Fuzzy Sets Theory and its Application to Structural Elements Analysis. In Proc. of the European Congress on Computational Methods in Applied Sciences and Engineering - ECCOMAS 2004. Jyväskylä (Finland): 2004. p. 1 ( p.)ISBN: 951-39-1868- 8.Detail
KALA, Z.; KALA, J. Sensitivity Analysis of Engineering Structures. Jyväskylä (Finland): 2004. p. 422 ( p.)Detail
KALA, Z. Fuzzy Sets Theory and its Application to Structural Elements Analysis. Jyväskylä (Finland): 2004. p. 329 ( p.)Detail
KALA, Z., KALA, J., ŠKALOUD, M., TEPLÝ, B. The Stress State in the Crack-Prone Areas of „Breathing“ Thin Walled Girders – a Sensitivity Analysis. In The Fourth International Conference on Coupled Instabilities in Metal Structures. Rome (Italy): 2004. p. 265 ( p.)Detail
KALA, Z., KALA, J. Parametric Sensitivity Analysis of the Load-Carrying Capacity on the Length of a Thin- Walled Steel Member Under Torsion. In The Fourth International Conference on Coupled Instabilities in Metal Structures. Rome (Italy): 2004. p. 41 ( p.)Detail
KALA, Z., MELCHER, J. On Some Problems of the Verification of Structural Design Criteria Using the Probabilistic Approaches. In Staticko- konštrukčné a stavebno fyzikálne problémy stavebných konštrukcií. Tatranská Lomnica (SR): 2004. p. 115 ( p.)ISBN: 80-232-0230- 8.Detail
KALA, Z. Auxiliary Sensitivity Analysis of Steel Structures Resistance. In The 6th Slovak National Conference with Abroad Participation “Statics and Physics Problems of Structures”. Tatranská Lomnica (SR): 2004. p. 111 ( p.)ISBN: 80-232-0230- 8.Detail
KALA, Z., KALA, J., TEPLÝ, B., ŠKALOUD, M. Vliv velikosti a tvaru počáteční imperfekce štíhlé stěny ocelového nosníku na její napjatost při namáhaní opakovaným zatížením. In Sborník příspěvků z IV. ročníku celostátní konference Spolehlivost konstrukcí - téma Metodika-aplikace-poruchy- havárie. Ostrava: 2004. p. 47 ( p.)ISBN: 80-248-0573- 1.Detail
KALA, Z., ŠKALOUD, M. Statistická analýza velikosti a tvaru počáteční imperfekce štíhlé stěny ocelového nosníku. In PPK2004 Pravděpodobnost porušování konstrukcí. Brno: 2004. p. 213 ( p.)ISBN: 80-214-2718- 3.Detail
2003
KALA, Z.; KALA, J. Experimental Study of the Fillet welds Resistance. In Staticko konštrukčné a stavebno fyzikálne problémy stavebných konštrukcií. Košice (SR): Dom techniky ZSVTS Košice, s.r.o., 2003. p. 151 ( p.)ISBN: 80-232-0221- 9.Detail
KALA, Z. Sensitivity analysis of the steel member under compression. In Quality and Reliability of Building Industry. Levoča 2003, SR: Technical University of Košice, 2003. p. 269 ( p.)ISBN: 80-7099-746- X.Detail
KALA, Z. Spolehlivostní analýza prutových ocelových konstrukcí. VUT FAST. Brno: Praha GAČR, 2003.Detail
KALA, Z. Sensitivity analysis of the steel member resistance under the combination of bending moment and torsion. In Staticko konštrukčné a stavebno fyzikálne problémy stavebných konštrukcií. Košice (SR): Dom techniky ZSVTS Košice, s.r.o., 2003. p. 155 ( p.)ISBN: 80-232-0221- 9.Detail
KALA, Z. Use of Fuzzy Sets in Dimensioning of Structural Elements in Analysis. In Staticko-konstrukčné a stavebno- fyzikálne problémy stavebných konštrukcií. Košice (SR): Dom techniky ZSVTS Košice, s.r.o., 2003. p. 159 ( p.)ISBN: 80-232-0221- 9.Detail
KALA, Z. Verifikace kritérií pro navrhování ocelových konstrukcí metodami spolehlivostní analýzy. Brno, Czech Republic: VUTIUM 2003 - edice habilitační a inaugurační spisy, 2003. 36 p. ISBN: 80-214-2406- 0.Detail
KALA, Z. Vliv počátečního zakřivení osy ocelového prutu na jeho únosnost. In Sborník příspěvků z IV. ročníku celostátní konference Spolehlivost konstrukcí - téma Posudek – poruchy - havárie. Ostrava 2003: Ostrava: Dům techniky, 2003. p. 103 ( p.)ISBN: 80-02-01551- 7.Detail
KALA, Z. Určení zbytkové životnosti v závislosti na velikosti lomové houževnatosti. VUT FAST. Brno: ČVUT Praha, 2003.Detail
KALA, Z. Citlivostní analýza stabilitních problémů tenkostěnných konstrukcí. In Sborník příspěvků z IV. ročníku celostátní konference Spolehlivost konstrukcí - téma Posudek – poruchy - havárie. Ostrava: Dům techniky Ostrava, 2003. p. 157 ( p.)ISBN: 80-02-01551- 7.Detail
MAREK, P., BROZZETTI, J., GUŠTAR, M., TIKALSKY, P., KALA, Z. Reliability of a steel frame computed by stochastic FEM. In Probabilistic Assessment of Structures using Monte Carlo simulation, Basics, Exercises, Software. Probabilistic Assessment of Structures using Monte Carlo simulation, Basics, Exercises, Software. The second extended edition of the book. ITAM Academy of Sciences of Czech Republic, Prosecká 76, 190 00 Prague 9, Czech Republic: ITAM Academy of Sciences of Czech Republic, Prosecká 76, 190 00 Prague 9, Czech Republic, 2003. p. 310 ( p.)ISBN: 80-86246-19- 1. ISSN: 80-86246-19- 1.Detail
MAREK, P.; BROZZETTI, J.; GUŠTAR, M.; TIKALSKY, P.; KALA, Z. Probabilistic Assessment of Structures using Monte Carlo simulation, Basics, Exercises, Software. In Probabilistic Assessment of Structures using Monte Carlo simulation, Basics, Exercises, Software. 1. Brno, Czech Republic: ITAM Academy of Sciences of Czech Republic, 2003. p. 383 ( p.)ISBN: 80-86246-19- 1.Detail
KALA, J.; KALA, Z.; ŠKALOUD, M.; TEPLÝ, B. Paramtric sensitivity analysis of the stress state in the crack- prone areas of brathing webs. In Ocelové konstrukce a mosty 2003. Praha: 2003. p. 647 ( p.)ISBN: 80-01-02747- 3.Detail
KALA, J.; KALA, Z.; TEPLÝ, B.; ŠKALOUD, M. Theoretical and Experimental Analysis of Fatigue Resistance of Steel Girder with Welded Slender Walls. In Staticko-konštrukčné a stavebno- fyzikálne problémy stavebných konštrukcií. Tatranská Lomnica-Vysoké Tatry, Slovensko: 2003. p. 145 ( p.)ISBN: 80-232-0221- 9.Detail
MELCHER, J., KALA, Z. To Probabilistic Verification of Structural Stability Design Procedures. In Proceedings of 2003 SSRC Annual Technical Session and Meeting held in Baltimore. Baltimore: University of Missouri Rolla / SSRC, 2003. p. 577 ( p.)ISBN: 1-879749-68- 8.Detail
KALA, Z., MELCHER, J. Use of Fuzzy sets in Dimensioning of Structural Elements and Analysis. In Zborník z V. konferencie "Staticko-konštručné a stavebno-fyzikálne problémy stavebných konštrukcií" konanej v Tatranskej Lomnici. Košice: TU v Košiciach, 2003. p. 159 ( p.)ISBN: 80-232-0221- 9.Detail
KALA, Z. Vliv počátečního zakřivení osy prutu na jeho mezní stav. 2003, vol. 36, no. 1, p. 3 ( p.)ISSN: 0783- 6104.Detail
KALA, Z. Verifikace kritérií pro navrhování ocelových konstrukcí metodami spolehlivostní analýzy. Vědecké spisy vysokého učení technického v Brně. Vědecké spisy vysokého učení technického v Brně. Brno: Vysoké učení technické v Brně, 2003. 36 p. ISBN: 80-214-2406- 0.Detail
KALA, Z. Verification of the partial reliability factors on a case of a frame with respecting random imperfections. In Metal Structures - Design, Fabrication, Economy. University of Miscolc, Hungary: Millpress, 2003. p. 19 ( p.)ISBN: 9077017755.Detail
KALA, Z.; KALA, J. The statistical correlation of material characteristics - experimental and theoretical results of hot- rolled steel beam. In Metal Structures - Design, Fabrication, Ekonomy. University of Miscolc, Hungary: Millpress, 2003. p. 23 ( p.)Detail
KALA, Z.; KALA, J. The influence of load-carrying capacity on the length of a thin- walled steel member under torsion moment sensitivity analysis. In Quality and Reliability of Building Industry. Levoča 2003, SR: Technical University of Košice, 2003. p. 275 ( p.)ISBN: 80-7099-746- X.Detail
2002
TEPLÝ, B., KALA, J., KALA, Z., ŠKALOUD, M. soudobé možnosti analýzy tenkostěnných konstrukcí. Konstrukce, 2002, vol. 2002, no. 5, p. 20 ( p.)ISSN: 1213- 8762.Detail
FAJKUS, M., MELCHER, J., HOLICKÝ, M., ROZLÍVKA, L., KALA, Z. Design characteristics of structural steels based on statistical analysis of metallurgical products. In International Colloquium, Eurosteel 2002. Coimbra: cmm Associaco Portuguesa de Construcao Metalica e Mista, 2002. p. 1541 ( p.)ISBN: 972-98376-3- 5.Detail
KALA, J., KALA, Z. VLIV PODÉLNÉHO SVARU NA NAPJATOST UZAVŘENÉHO KROUCENÉHO TENKOSTĚNNÉHO PRŮŘEZU. In Sborník prednášok: 9. sekcia. Košice: technická univerzita v košiciach, 2002. p. 118 ( p.)ISBN: 80-7099-815- 6.Detail
MELCHER, J., KALA, Z. Problematika prokazování kvality produkce ocelových výrobků. In Zborník prednášok zo VII. vedeckej konferencie TU v Košiciach, 8. sekcia. Košice, Slovensko: TU Košice, Stavebná fakulta, 2002. p. 89 ( p.)ISBN: 80-7099-814- 8.Detail
TEPLÝ, B., KALA, Z., KALA, J., ŠKALOUD, M. Soudobé možnosti analýzy tenkostěnných ocelových prvků. Konstrukce, 2002, vol. 1, no. 5, p. 20 ( p.)ISSN: 1213- 8762.Detail
KALA, Z.; MELCHER, J. Problems of Statistical Steel Grade Definition. In International Colloquium, Eurosteel 2002, Coimbra. Coimbra (Portugal): Antonio Lamas, 2002. p. 1571 ( p.)ISBN: 972-98376-3- 5.Detail
KALA, Z.; KALA, J. Respecting The Influence of Geometrical and material Imperfections of Steel Beam when Calculating their Load- Carrying Capacity. In Stability and ductility of steel structures. Budapest: Akademia Kiado, 2002. p. 103 ( p.)ISBN: 963-05-7950- 2.Detail
KALA, Z., KALA, J., TEPLÝ, B., ŠKALOUD, M. Analysis of the Effect of Initial Curvature on the Stress State in Breathing Webs. In Stability and ductility of steel structures. Budapešť: Akademia Kiado, 2002. p. 425 ( p.)ISBN: 963-05-7950- 2.Detail
KALA, Z., MELCHER, J. Problematika prokazování kvality produkce ocelových výrobků. In VII. vedecké konferencie s medzinárodnou účasťou. Košice: Technická univerzita Košice, 2002. p. 89 ( p.)ISBN: 80-7099-814- 8.Detail
KALA, Z. Material and Geometrical Characteristic of Steel Elements Produced in Czech Republic - Theoretical and Experimental Studies. In New Trends In Statics and Dynamics of Buildings. Bratislava: Slovak University of Technology of Bratislava, 2002. p. 111 ( p.)ISBN: 80-227-1798- 8.Detail
KALA, Z. The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution. In Reliability and Diagnostics of Transport Structures and Means. Pardubice: Jaroslav Menšík, 2002. p. 160 ( p.)ISBN: 80-7194-464- 5.Detail
KALA, Z. Vliv alternativních postupů v EN1990 na spolehlivost konstrukcí – stabilitní úlohy. In III. ročníku celostátní konference Spolehlivost konstrukcí téma Cesty k uplatnění posudku bezpečnosti, provozuschopnosti a trvanlivosti konstrukcí v normativních předpisech a v projekční praxi. Ostrava: Dům techniky Ostrava, 2002. p. 85 ( p.)ISBN: 80-02-02-01489- 8.Detail
KALA, Z. Příklad použití metody Monte Carlo při řešení Dirichletovy úlohy parciální diferenciální rovnice vázaného kroucení. In III. ročníku celostátní konference Spolehlivost konstrukcí téma Cesty k uplatnění posudku bezpečnosti, provozuschopnosti a trvanlivosti. Ostrava: Dům techniky Ostrava, 2002. p. 85 ( p.)ISBN: 80-02-02-01489- 8.Detail
KALA, Z.; KALA, J. The Influence of Yield Strength Along the Cross Section of Rolled Beam on its Load- Carrying Capacity when Considering Lateral Buckling. In Fifth World Congress on Computational Mechanics. Vienna: Vienna University of Technology, 2002. p. 1 ( p.)ISBN: 3-9501554-0- 6.Detail
KALA, Z. Verifikace kritérií pro navrhování ocelových konstrukcí metodami spolehlivostní analýzy. Brno, Czech Republic: VUT FAST, 2002. 186 p. ISBN: 80-214-2406- 0.Detail
KALA, Z., MELCHER, J. Problems Of Statistic Steel Grade Definition. In Proceedings of Third European Conference on Steel Structures, Volume II. Coimbra, Portugal: Universidade de Coimbra, 2002. p. 1571 ( p.)ISBN: 972-98376-3- 5.Detail
FAJKUS, M., MELCHER, J., HOLICKÝ, M., ROZLÍVKA, L., KALA, Z. Design Characteristics Of Structural Steels Based On Statistical Analysis Of Metallurgical Products. In Proceedings of Third European Conference on Steel Structures, Volume II. Coimbra, Portugal: Universidade de Coimbra, 2002. p. 1541 ( p.)ISBN: 972-98376-3- 5.Detail
KALA, Z. Citlivostní analýza stabilitních problémů tenkostěnných konstrukcí. 1. Brno: Praha GAČR, 2002.Detail
KALA, Z.; KALA, J.; TEPLÝ, B. Effect of technological imperfections on bearing capacity of steel membrs. Roczniki inžynierii budowlanej, 2002, vol. 2, no. 1, p. 71 ( p.)ISSN: 1505- 8425.Detail
2001
KALA, Z. Numerické ověřování přesnosti metody Monte Carlo. In 2001.Detail
KALA, Z., KALA, J., TEPLÝ, B., ŠKALOUD, M. A Probabilistic Approach To the Limit State of Centrally loaded Thin Walled Columns. In Thild- Walled Structures. Oxford, OX5 1GB, UK: University of Lodz, 2001. p. 739 ( p.)ISBN: 0-08-043955- 1.Detail
KALA, Z. Metodika zpřesnění konvenčního výpočtu svarových spojů v aplikaci i na dopravní stavby. In Spolehlivost a diagnostika v dopravní technice. Pardubice: Univerzita Pardubice, 2001. p. 91 ( p.)ISBN: 80-7194-303- 7.Detail
VOŘECHOVSKÝ, M., KALA, Z. Nevyrovnanost pravděpodobnosti poruchy podle konceptu EC1. In Spolehlivost konstrukcí téma Cesta k pravděpodobnostnímu posudku bezpečnosti provozuschopnosti a trvanlivosti konstrukcí. Dům techniky Ostrava: Tiskárna DOT - Dům techniky Ostrava, 2001. p. 89 ( p.)ISBN: 80-02-01410- 3.Detail
MELCHER, J., KALA, Z. K problematice návrhové pevnosti oceli v návaznosti na konverzi norem ENV na EN. In Spolehlivost konstrukcí téma Cesta k pravděpodobnostnímu posudku bezpečnosti provozuschopnosti a trvanlivosti konstrukcí. Dům techniky Ostrava: Tiskárna DOT - Dům techniky Ostrava, 2001. p. 51 ( p.)ISBN: 80-02-01410- 3.Detail
KALA, Z. Aproximační a zdokonalené numerické simulační metody. In Spolehlivost konstrukcí téma Cesta k pravděpodobnostnímu posudku bezpečnosti provozuschopnosti a trvanlivosti konstrukcí. Dům Techniky Ostrava: Tiskárna DOT - Dům techniky Ostrava, 2001. p. 97 ( p.)ISBN: 80-02-01410- 3.Detail
KALA, Z. Numerické ověřování přesnosti metody Monte Carlo. In Spolehlivost konstrukcí téma Cesta k pravděpodobnostnímu posudku bezpečnosti provozuschopnosti a trvanlivosti konstrukcí. Ostrava: Tiskárna DOT - Domu techniky Ostrava, 2001. p. 93 ( p.)ISBN: 80-02-01410- 3.Detail
KALA, Z., KALA, J. Vliv proměnlivosti meze kluzu po průřezu válcovaného nosníku na jeho únosnost s uvažováním klopení. In Rozvojové tendencie v odbore oceľových konštrukcií. TU Košice: TU Košice, 2001. p. 97 ( p.)ISBN: 80-7099-664- 1.Detail
KALA, Z. Vliv statistických charakteristik meze kluzu na návrhovou pevnost oceli v návaznosti na konverzi norem ENV na EN. In Rozvojové tendencie v odbore oceľových konštrukcií. Stavebná fakulta TU v Košiciach: Stavebná fakulta TU v Košiciach, 2001. p. 91 ( p.)ISBN: 80-7099-664- 1.Detail
KALA, Z. Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load- Carrying Capacity. In Quality and Reliability in Building Industry. 100. TU Košice: TU Košice, 2001. p. 248 ( p.)ISBN: 80-7099-707- 9.Detail
KALA, Z. The Precision Method of Conventional Weld Joints Calculation. In Quality and reliability in building industry. 100. TU Košice, 2001. p. 256 ( p.)ISBN: 80-7099-707- 9.Detail
TEPLÝ, B., KALA, Z. Nástroje spolehlivostní analýzy v aplikaci na navrhování ocelových konstrukcí. Inženýrská mechanika - Engineering Mechanics, 2001, vol. 7, no. 3, p. 3 ( p.)ISSN: 1210- 2717.Detail
VOŘECHOVSKÝ, M., KALA, Z. Nevyrovnanost pravděpodobnosti poruchy podle konceptu EC1. In Reliability of Structures, 2nd international conference. Ostrava: Ostrava University of Technology, 2001. p. 100 ( p.)ISBN: 80-02-01410- 3.Detail
KALA, Z.; NOVÁK, D.; VOŘECHOVSKÝ, M. Probabilistic Nonlinear Analysis of Steel Frames Focused on Reliability Design Concept of Eurocodes. In Structural Safety and Reliability. California, USA: 2001. p. 146 ( p.)ISBN: 90-5809-197- X.Detail
KALA, J., TEPLÝ, B., KALA, Z. Statistické vyhodnocování únosnosti ocelového tenkostěnného prutu. In Spolehlivost konstrukcí téma Cesta k pravděpodobnostnímu posudku bezpečnosti provozuschopnosti a trvanlivosti konstrukcí. Dům techniky Ostrava: Tiskárna DOT - Dům techniky Ostrava, 2001. p. 75 ( p.)ISBN: 80-02-01410- 3.Detail
2000
KALA, Z., KALA, J., TEPLÝ, B. Nelineární analýza tenkostěnného ocelového prutu řešeného s náhodným vlivem imperfekcí. In III. slovensko-polsko- české sympózium o mechanice. Bratislava: Stavebná fakulta v Bratislave, 2000. p. 117 ( p.)Detail
KALA, Z., KALA, J. Stabilitní problémy ocelových prutových konstrukcí – stochastický přístup Část 4: Vliv imperfekcí ocelových nosníků na jejich vzpěrnou únosnost při klopení. Stavební obzor, 2000, vol. 9, no. 9, p. 263 ( p.)ISSN: 1210- 4027.Detail
KALA, Z. Citlivostní a statistická analýza únosnosti tenkostěnného ocelového prutu. In Spolehlivost konstrukcí. Ostrava: Dům techniky Ostrava, 2000. p. 85 ( p.)ISBN: 80-02-01344- 1.Detail
KALA, Z., KALA, J. Stabilitní problémy ocelových prutových konstrukcí - stochastický přístup (Ověření spolehlivosti konstrukce s uvážením klopení). Stavební obzor, 2000, vol. 9, no. 10, p. 298 ( p.)ISSN: 1210- 4027.Detail
MELCHER, J., KALA, Z., KALA, J. The Analytical and Statistical Approaches to Lateral Beam Buckling. In Structurel Stability Research Council. University of Florida: University of Florida, 2000. p. 246 ( p.)ISBN: 1-879749-67- X.Detail
TEPLÝ, B., KALA, Z. Nástroje spolehlivostní analýzy v aplikaci na navrhování ocelových konstrukcí. Inženýrská mechanika - Engineering Mechanics, 2000, vol. 7, no. 1, p. 3 ( p.)ISSN: 1210- 2717.Detail
KALA, J., KALA, Z. Modely vlastního pnutí u ocelových válcovaných profilů - stochastický přístup, část 1 - Imperfekce a jejich zohlednění ve výpočtovém modelu. Inženýrská mechanika - Engineering Mechanics, 2000, vol. 7, no. 3, ISSN: 1210- 2717.Detail
KALA, J., KALA, Z. Únosnost reálného tenkostěnného ocelového průřezu. In 2000.Detail
KALA, J., KALA, Z. Stabilitní problémy ocelových prutových konstrukcí – stochastický přístup Část 1 : Problematika klopení v souvislosti s desko- stěnovým působením imperfektní prutové ocelové konstrukce. Stavební obzor, 2000, vol. 9, no. 5, p. 132 ( p.)ISSN: 1210- 4027.Detail
KALA, Z. Stabilitní problémy ocelových prutových konstrukcí - stochastický přístup (Úloha vzpěrné únosnosti nosníku při klopení řešená v uzavřeném tvaru v souvislosti s deskostěným modelem MKP). Stavební obzor, 2000, vol. 9, no. 6, p. 172 ( p.)ISSN: 1210- 4027.Detail
1999
KALA, Z. Stochastická analýza stavební konstrukce, část 1 - Návrhové únosnosti rovinného ocelového rámu. Stavební obzor, 1999, vol. 99, no. 3, p. 65 ( p.)ISSN: 1210- 4027.Detail
MELCHER, J., KALA, Z. Statistical study of column buckling curves. In Eurosteel 1999. Praha: Czech Technical University Prague, 1999. p. 669 ( p.)ISBN: 80-01-01963- 2.Detail
KALA, Z. Využití statistické analýzy při kalibraci postupů dle norem. In TEORIE KONSTRUKCÍ, sekce 3. Brno: VUT Brno, 1999. p. 119 ( p.)ISBN: 80-214-1447- 2.Detail
KALA, Z. Pravděpodobnostní posudek únosnosti ocelového nosníku. In Spolehlivost a diagnostika v dopravě ' 99. Pardubice: Univerzita Pardubice, 1999. p. 32 ( p.)ISBN: 80-7194-221- 9.Detail
KALA, Z. Stochastická analýza stavební konstrukce Část 2 - Návrhové imperfekce ocelového rovinného rámu. Stavební obzor, 1999, vol. 99, no. 4, p. 107 ( p.)ISSN: 1210- 4027.Detail
MELCHER, J., KALA, Z. Ultimate Strength and Design Limit State of Compression Members in the Structural System. In Structural stability research council. USA University of Florida: USA University of Florida, 1999. p. 13 ( p.)ISBN: 1-879749-66- 1.Detail
1998
KALA, Z. Citlivost ocelového rovinného rámu na imperfekce. Stavební obzor, 1998, vol. 98, no. 5, p. 145 ( p.)ISSN: 1210- 4027.Detail
KALA, Z. Statistical analysis of a plane steel frame with imperfection. In Transport constructions. Žilina: University of Žilina, 1998. p. 341 ( p.)ISBN: 80-7100-516- 9.Detail
1997
KALA, Z. Nelineární odezva rámů na statické zatížení. In Aplikácia progresivnych metod pri statickej a dynamickej analýze. 3. sekce. Katedra stavebnej mechaniky, TU Košice: Katedra stavebnej mechaniky, TU Košice, 1997. p. 91 ( p.)ISBN: 80-7099-275- 1.Detail
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