A methodology for reliability-based multi-criteria optimal structural design

被引：0

作者：

Beck, JL ^{[1
]}

Chan, E ^{[1
]}

Irfanoglu, A ^{[1
]}

Papadimitriou, C ^{[1
]}

Masri, SF ^{[1
]}

Smith, HA ^{[1
]}

Tsugawa, T ^{[1
]}

机构：

[1] CALTECH, Pasadena, CA 91125 USA

来源：

STRUCTURAL SAFETY AND RELIABILITY, VOLS. 1-3 | 1998年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A general framework for optimal design based on multiple, possibly conflicting, design criteria is presented which is well-suited for performance-based design of structural systems operating in an uncertain dynamic environment. Reliability-based design criteria are used to maintain user-specified levels of structural safety by properly taking into account the uncertainties in the modeling and seismic loads that a structure may experience during its lifetime. Code-based requirements are easily incorporated into the optimal design. The methodology is demonstrated with a simple example involving the design of a three-story steel-frame building-for which the ground motion uncertainty is characterized by a probabilistic response:spectrum developed from available attenuation;formulas and seismic hazard models.

引用

页码：1113 / 1120

页数：8

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