Probabilistic design of steel frame structures

被引：11

作者：

Krivy, Vit ^{[1
]}

Marek, Pavel ^{[2
]}

机构：

[1] Tech Univ Ostrava, Lehrstuhl Konstruktionen, Fak Bauwesen, CS-70833 Ostrava, Czech Republic

[2] Akad Wissensch Tschech Republ, Inst Theoret Angewandte Mech, Prague 190000 9, Czech Republic

来源：

STAHLBAU | 2007年 / 76卷 / 01期

关键词：

D O I：

10.1002/stab.200710003

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper deals with the reliability assessment of steel frame planar structures using the probabilistic method SBRA (Simulation-Based Reliability Assessment) documented in [1]. The advances in computer technology make it possible to utilize the potential of the SBRA method not only for the reliability assessment of simple structures and their components but also for the reliability assessment of more complex, statically indeterminate frame structures. In this connection attention is paid to an alternative way of the local and global stability check based on the SBRA method applying the second order theory.

引用

页码：12 / 20

页数：9