Seismic damage evaluation treated as a low-cycle fatigue process

被引：0

作者：

Kratzig, WB ^{[1
]}

Meskouris, K ^{[1
]}

机构：

[1] Ruhr Univ Bochum, Inst Stat & Dynam, Bochum, Germany

来源：

SEISMIC DESIGN METHODOLOGIES FOR THE NEXT GENERATION OF CODES | 1997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：

In European seismic codes, structures excited by earthquakes generally shall be designed due to admissible stress or admissible force-resistance concepts. In reality, strong seismic excitations create low-cycle structural damage (fatigue) processes which can be controlled only by suitable damage variables. The present paper describes damage controlled seismic design concepts in reinforced concrete engineering. It propagates the use of admissible damage or dissipated energy measures instead of outrun stress or force-resistance concepts.

引用

页码：139 / 149

页数：11

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