Bio-Inspired Passive Optimized Base-Isolation System for Seismic Mitigation of Building Structures

被引:19
作者
Chen, Xi [1 ]
Yang, Henry T. Y. [2 ]
Shan, Jiazeng [1 ]
Hansma, Paul K. [3 ]
Shi, Weixing [1 ]
机构
[1] Tongji Univ, Res Inst Struct Engn & Disaster Reduct, Shanghai 200092, Peoples R China
[2] Univ Calif Santa Barbara, Dept Mech Engn, Santa Barbara, CA 93106 USA
[3] Univ Calif Santa Barbara, Dept Phys, Santa Barbara, CA 93106 USA
基金
美国国家科学基金会;
关键词
Bio-inspired isolator; Seismic mitigation; Optimization design; Structural dynamics; SHAPE-MEMORY ALLOYS; MULTIOBJECTIVE OPTIMIZATION; ISOLATION BEARING; ACTIVE CONTROL; EARTHQUAKES; MOTIONS;
D O I
10.1061/(ASCE)EM.1943-7889.0000971
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
An energy dissipation mechanism of abalone shells, called sacrificial bonds and hidden length, is simulated and proposed to develop new strategies for base isolation. The concept of integrating this novel energy dispersion mechanism into a conventional linear isolator is proposed. A systematic parametric study is performed to evaluate the influences of the properties of both the isolation layer and the structure on the structural seismic responses to a series of earthquake records. Using the insights gained from the parametric study, an optimization procedure for designing such a bio-inspired isolator is presented based on the multiobjective optimization approach. To demonstrate the advantages of this idea, the optimized bio-inspired isolation system is numerically investigated by first comparing it with the passive isolators such as a high-damping linear isolator and a lead rubber bearing system. The proposed isolator is found to have superior performance to conventional passive isolation systems, especially in cases of near-fault earthquakes. Furthermore, the bio-inspired passive isolator shows comparable performance to a semiactive isolation system under the selected earthquake excitations. (C) 2015 American Society of Civil Engineers.
引用
收藏
页数:12
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