Detail publikace

Sensitivity Analysis Applied to the Steel Plate Structures

Originální název

Sensitivity Analysis Applied to the Steel Plate Structures

Anglický název

Sensitivity Analysis Applied to the Steel Plate Structures

Jazyk

en

Originální abstrakt

The article deals with various initial imperfection shapes of thin-walled structures, i.e. systems made of slender plate elements. These systems are nowadays very frequently encountered in both building and bridge construction. Among their most frequently used types are steel plate girders having a slender web, with vertical stiffeners. The stiffeners divide web on partially independently behave plates. It was found out that initial imperfections exhibited the greatest influence on the load-carrying capacity, stress state in crack-prone areas and deflection.

Anglický abstrakt

The article deals with various initial imperfection shapes of thin-walled structures, i.e. systems made of slender plate elements. These systems are nowadays very frequently encountered in both building and bridge construction. Among their most frequently used types are steel plate girders having a slender web, with vertical stiffeners. The stiffeners divide web on partially independently behave plates. It was found out that initial imperfections exhibited the greatest influence on the load-carrying capacity, stress state in crack-prone areas and deflection.

BibTex


@inproceedings{BUT21018,
  author="Zdeněk {Kala} and Jiří {Kala} and Miroslav {Škaloud} and Břetislav {Teplý}",
  title="Sensitivity Analysis Applied to the Steel Plate Structures",
  annote="The article deals with various initial imperfection shapes of thin-walled structures, i.e. systems made of slender plate elements. These systems are nowadays very frequently encountered in both building and bridge construction. Among their most frequently used types are steel plate girders having a slender web, with vertical stiffeners. The stiffeners divide web on partially independently behave plates. It was found out that initial imperfections exhibited the greatest influence on the load-carrying capacity, stress state in crack-prone areas and deflection.",
  booktitle="proc. VSU 2005",
  chapter="21018",
  year="2005",
  month="may",
  pages="126--129",
  type="conference paper"
}