Low-cycle fatigue approach to damage assessment of steel frames in seismic conditions

被引：0

作者：

Skuber, P ^{[1
]}

Beg, D ^{[1
]}

机构：

[1] Univ Ljubljana, Ljubljana 61000, Slovenia

来源：

STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2003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：

The paper presents low cycle-fatigue assessment of steel moment resistant frames under seismic or other dynamic loading. The method is incorporated into the computer program for non-linear dynamic analysis of structures and enables damage control in every instant of time during the numerically simulated dynamic excitation. It is based on the loading history and the fatigue curves, obtained from tests.

引用

页码：585 / +

页数：2

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