A stochastic simulation algorithm for evaluation of seismic pounding response of adjacent structures

被引：3
|
作者：
Rahimi, Sepideh [1 ]
Soltani, Masoud [1 ]
机构：
[1] Tarbiat Modares Univ, Fac Civil & Environm Engn, Tehran 14115111, Iran
来源：
PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART O-JOURNAL OF RISK AND RELIABILITY | 2015年 / 229卷 / 06期
关键词：
Dynamic failure analysis; modeling; simulation; probabilistic methods; structural analysis; performance modeling; EQUIVALENT LINEARIZATION; HYSTERETIC SYSTEMS; RISK; BUILDINGS; EXCITATION; IMPACT;
D O I：
10.1177/1748006X15588248
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
This article proposes a comprehensive closed-form approach to determine the dynamic response of single-degree-of-freedom and multi-degree-of-freedom systems subjected to stationary and non-stationary Gaussian excitations. The proposed method presents the probabilistic seismic response of adjacent systems under different levels of seismic intensity, in terms of summarized incremental dynamic analysis curves, and has the ability to consider the seismic pounding effect based on the standard deviation of the response of adjacent systems. In comparison with the incremental dynamic analysis procedure, the proposed approach shows acceptable results with much less computational time and cost.
引用
收藏
页码：517 / 529
页数：13
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