Publication detail

Time-dependent and Materially Non-linear Analysis of Concrete Structures

Original Title

Time-dependent and Materially Non-linear Analysis of Concrete Structures

Czech Title

Time-dependent and Materially Non-linear Analysis of Concrete Structures

Language

cs

Original Abstract

Today it is possible to use for structures analyses lots of computational systems based on the Finite Elements Method. These systems mostly included finite elements, which can be used for materially non-linear analyses of steel structures. For analysis of composite structures are being developed special finite elements. The article describes special finite elements for analysis of composite structures with respect to material non-linearity. Further is described the plane beam finite element derivation including the induction of material models that can be used for analysis. a

Czech abstract

Today it is possible to use for structures analyses lots of computational systems based on the Finite Elements Method. These systems mostly included finite elements, which can be used for materially non-linear analyses of steel structures. For analysis of composite structures are being developed special finite elements. The article describes special finite elements for analysis of composite structures with respect to material non-linearity. Further is described the plane beam finite element derivation including the induction of material models that can be used for analysis. a

BibTex


@inproceedings{BUT21270,
  author="Jan {Pěnčík}",
  title="Time-dependent and Materially Non-linear Analysis of Concrete Structures",
  annote="Today it is possible to use for structures analyses lots of computational systems based on the Finite Elements Method. These systems mostly included finite elements, which can be used for materially non-linear analyses of steel structures. For analysis of composite structures are being developed special finite elements. The article describes special finite elements for analysis of composite structures with respect to material non-linearity. Further is described the plane beam finite element derivation including the induction of material models that can be used for analysis. a
",
  address="Civil-Comp Press",
  booktitle="Proceedings of the Eighth International Conference on Civil and Structural Engineering Computing, Prague",
  chapter="21270",
  institution="Civil-Comp Press",
  year="2002",
  month="september",
  pages="1101--1102",
  publisher="Civil-Comp Press",
  type="conference paper"
}