[1]冯晓九,丁琪,许桦楠,等.地震激励下相邻建筑结构碰撞动力响应分析[J].常州大学学报(自然科学版),2018,30(02):77-86.[doi:10.3969/j.issn.2095-0411.2018.02.011]
　FENG Xiaojiu,DING Qi,XU Huanan,et al.Analysis of Structure Response of Seismic Pounding for Adjacent Building Structures[J].Journal of Changzhou University(Natural Science Edition),2018,30(02):77-86.[doi:10.3969/j.issn.2095-0411.2018.02.011]
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地震激励下相邻建筑结构碰撞动力响应分析()
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常州大学学报(自然科学版)[ISSN:2095-0411/CN:32-1822/N]

卷:
第30卷
期数:
2018年02期
页码:
77-86
栏目:
其他
出版日期:
2018-03-31

文章信息/Info

Title:
Analysis of Structure Response of Seismic Pounding for Adjacent Building Structures
作者:
冯晓九; 丁琪; 许桦楠; 李其成
常州大学 环境与安全工程学院,江苏 常州 213164
Author(s):
FENG Xiaojiu;  DING Qi;  XU Huanan;  LI Qicheng
School of Environmental and Safety Engineering, Changzhou University, Changzhou 213164, China
关键词:
地震激励;  相邻建筑;  布置方位;  动力响应;  刚度
Keywords:
seismic excitation;  adjacent building;  layout orientation;  dynamic response;  stiffness
分类号:
TU 352
DOI:
10.3969/j.issn.2095-0411.2018.02.011
文献标志码:
A
摘要:
设计了4组不同的模型布置方位,通过缩尺模型试验对相邻建筑结构地震动碰撞的结构动力响应特性进行分析,并采用SAP2000有限元结构分析软件建立数值模型对试验进行数值模拟,验证其正确性。分析结果显示,无论是对刚度较大的结构还是对刚度较小的结构而言,都是结构的短边与短边相邻布置更为合理。若结构的长边与长边相邻布置,应尽量避免刚度较大的结构位于近震源位置,或提前对其采取隔震加固措施。
Abstract:
Four sets of different model layout orientation were designed and scale model test on dynamic response characteristics of adjacent structures seismic collision, and an analysis was made by numerical simulation of the test software to establish the numerical model of the SAP2000 finite element structure, verify its correctness.The results show that the arrangement of the short side and the short side is more reasonable whether the stiffness of the structure is larger or smaller. If the long side of the structure is arranged adjacent to the long side, the structure with large stiffness should avoid being near the Collision position or take the seismic isolation measures in advance.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2017-08-30。
基金项目:国家自然科学基金资助项目(51709021)。
作者简介:冯晓九(1964—),男,吉林吉林人,博士,教授。E-mail:fengxiaojiu@cczu.edu.cn
更新日期/Last Update: 2018-03-20