Reliability Analysis In Performance-Based Earthquake Engineering

被引：1
|
作者：
El Ghoulbzouri, Abdelouafi [1 ]
El Alami, Zakaria [1 ]
El Hannoudi, Sabrine [1 ]
机构：
[1] Natl Sch Appl Sci Hoceima, Dept Civil Engn, Ajdir Al Hoceima, Morocco
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词：
Performance-based engineering; RPS2000; Finite element; Nonlinear analysis; Seismic design; Finite reliability analysis;
D O I：
10.4028/www.scientific.net/AMM.580-583.1581
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.
引用
收藏
页码：1581 / 1590
页数：10
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