Energy-based earthquake resistant design

被引：0

作者：

Akbas, B ^{[1
]}

Shen, J ^{[1
]}

机构：

[1] IIT, Dept Civil Engn, Chicago, IL 60616 USA

来源：

STRUCTURES IN THE NEW MILLENNIUM | 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：

This paper presents an analytical study on energy demand prediction on steel moment resisting frames. For this purpose, three steel moment resisting frames of 3-, 6-, 10-stories are designed. The frames represent low-, medium-, and high-rise structures. Results obtained from non-linear time history analysis are compared with those formulas proposed in the literature. It has been observed that single-degree-of-freedom systems should not be used in predicting the energy demand on multi-degree-of-freedom systems and energy demand predictions should take into account both the structural properties and the characteristics of the ground motions.

引用

页码：559 / 565

页数：7

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