Reliability of material and geometrically non-linear reinforced and prestressed concrete structures

被引：26

作者：

Biondini, F

Bontempi, F

Frangopol, DM

Malerba, PG

机构：

[1] Tech Univ Milan, Dept Struct Engn, I-20133 Milan, Italy

[2] Univ Roma La Sapienza, Dept Struct & Geotech Engn, I-00184 Rome, Italy

[3] Univ Colorado, Dept Civil Environm & Architectural Engn, Boulder, CO 80309 USA

来源：

COMPUTERS & STRUCTURES | 2004年 / 82卷 / 13-14期

关键词：

concrete structures; non-linear analysis; structural reliability; bridges; simulation;

D O I：

10.1016/j.compstruc.2004.03.010

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

A numerical approach to the reliability analysis of reinforced and prestressed concrete structures is presented. The problem is formulated in terms of the probabilistic safety factor and the structural reliability is evaluated by Monte Carlo simulation. The cumulative distribution of the safety factor associated with each limit state is derived and a reliability index is evaluated. The proposed procedure is applied to reliability analysis of an existing prestressed concrete arch bridge. (C) 2004 Elsevier Ltd. All rights reserved.

引用

页码：1021 / 1031

页数：11