Seismic demand for SDOF system - In relating to seismic design

被引：0

作者：

Jean, WY ^{[1
]}

Loh, CH ^{[1
]}

机构：

[1] Natl Taiwan Univ, Dept Civil Engn, Taipei 10764, Taiwan

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：

The evaluation of design parameters was performed, in this paper, for Elastic-Perfectly-Plastic- Single-Degree-Of-Freedom system. The Park & Ang's damage model was used as the "Structural Damage Control Model" and was implemented to discuss the seismic design parameters. Because of the implement of the specified damage model, the demand parameters include not only the effect of maximum displacement but also that of hysteretic energy dissipation. The seismic design parameters are,then, energy-based. The seismic records collected from different site conditions in Taiwan area were used as the analysis database and the presented results-were discussed.

引用

页码：1629 / 1636

页数：8

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