Reliability Analysis in Performance-Based Earthquake Engineering

被引：1
作者：
Abdelouafi, El Ghoulbzouri [1 ]
Benaissa, Kissi [2 ]
Abdellatif, Khamlichi [3 ]
机构：
[1] Natl Sch Appl Sci Al Hoceima, Dept Civil Engn, Al Hoceima, Morocco
[2] Natl Sch Arts & Trades Casablanca, Casablanca, Morocco
[3] Univ Abdelmalek Essaadi, Fac Sci Tetouan, Modeling & Simulat Mech Syst Lab, Tetouan 93002, Morocco
来源：
ICSI 2015 THE 1ST INTERNATIONAL CONFERENCE ON STRUCTURAL INTEGRITY FUNCHAL | 2015年 / 114卷
关键词：
Performance-based engineering; RPS2000; Finite element; Nonlinear analysis;
D O I：
10.1016/j.proeng.2015.08.005
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
The performance-based engineering approach, as opposed to prescriptive rules of code-based design, is based on simulation of real structural behavior. Reliability of the expected performance state is assessed by using various methodologies based on finite element nonlinear static pushover analysis and specialized reliability software package. Reliability approaches that were considered included full coupling with an external finite element code based methods in conjunction with either first order reliability method or importance sampling method. The building considered in the actual study has been designed against seismic hazard according to the Moroccan code RPS2000. (C) 2015 The Authors. Published by Elsevier Ltd.
引用
收藏
页码：643 / 649
页数：7
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