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
收藏
页码：559 / 565
页数：7
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