A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil-structure interaction

被引：73
|
作者：
Tabatabaiefar, Hamid Reza [1 ]
Massumi, Ali [1 ]
机构：
[1] Tarbiat Moallem Univ, Dept Civil Engn, Tehran 15614, Iran
来源：
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING | 2010年 / 30卷 / 11期
关键词：
D O I：
10.1016/j.soildyn.2010.05.008
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
As the Iranian seismic code does not address the soil-structure interaction (SSI) explicitly, the effects of SSI on RC-MRFs are studied using the direct method Four types of structures on three types of soils, with and without the soil interaction, are modeled and subjected to different earthquake records. The results led to a criterion indicating that considering SSI in seismic design, for buildings higher than three and seven stories on soil with V-s < 175 m/s and 175 <V-s <375 m/s, respectively, is essential A simplified procedure has been presented, on the basis that lateral displacement increments could be applied to the fixed-base models using simple factors (C) 2010 Elsevier Ltd All rights reserved
引用
收藏
页码：1259 / 1267
页数：9
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