Base Pounding Model and Response Analysis of Base-Isolated Structures under Earthquake Excitation

Applied Sciences

Wei Yang¹  Nan Luo¹  Chengqing Liu¹  Zhengxi Yan¹  Zheng Lu² 

[1] School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;

关键词: base isolation;    isolated structure;    base pounding model;    time-history analysis;    seismic response;    impact response;   

DOI  :  10.3390/app7121238

来源: DOAJ

【 摘 要 】

In order to study the base pounding effects of base-isolated structure under earthquake excitations, a base pounding theoretical model with a linear spring-gap element is proposed. A finite element analysis program is used in numerical simulation of seismic response of based-isolated structure when considering base pounding. The effects of the structure pounding against adjacent structures are studied, and the seismic response of a base-isolated structure with lead-rubber bearing and a base-isolated structure with friction pendulum isolation bearing are analyzed. The results indicate that: the model offers much flexibility to analyze base pounding effects. There is a most clearance unfavorable width between adjacent structures. The structural response increases with pounding. Significant amplification of the story shear-force, velocity, and acceleration were observed. Increasing the number of stories in a building leads to an initial increase in impact force, followed by a decrease in such force. As a result, it is necessary to consider base pounding in the seismic design of base-isolated structures.

【 授权许可】

Unknown