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- W2771690196 abstract "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." @default.
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- W2771690196 date "2017-11-29" @default.
- W2771690196 modified "2023-09-27" @default.
- W2771690196 title "Base Pounding Model and Response Analysis of Base-Isolated Structures under Earthquake Excitation" @default.
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- W2771690196 doi "https://doi.org/10.3390/app7121238" @default.
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