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Research On Multi-objective Optimization Of Base Isolation System

Posted on:2010-06-02Degree:MasterType:Thesis
Country:ChinaCandidate:J H WangFull Text:PDF
GTID:2132330338476753Subject:Structural engineering
Abstract/Summary:PDF Full Text Request
With the popularization of shock isolation technology, performance optimization becomesan important aspect in base isolation research. In this paper, the model of base isolation syste-m is analyzed in Simulink environment , a Matlab tool and multi-objective optimization ofseismic responses in rubber bearing base isolation system, sliding base isolation system andresilient-friction base isolation system is performed. The seismic responses include the maximu-m story shear force of structures and the maximum drift of isolation layer. The decision vari-ables are yield coefficient , namely period and damping ratio. Characteristics of Pareto frontof the optimization are given, and relations between seismic responses and isolation layer par--ameters are analyzed.The main contents are as follows:1) First, detail on the status of performance optimization of base isolation system andthe current key issues facing and determine the main work of the paper: research into themulti-objective optimization of the seismic response of base isolation system; then, study avariety of algorithms of multi-objective optimization and selecte NSGA-Ⅱas the approachof multi-objective optimization in this paper.2) Through the analysis of the upper structure and the base isolation layer, build themodel of the base isolation in Simulink.3) Using Taft wave and El-Centro wave, multi-objective optimization of seismic responsesin rubber bearing base isolation system, sliding base isolation system and resilient-frictionbase isolation system is performed and Pareto front is given. Research shows that: for multiobjectiveoptimization of the seismic response of base isolation system, the NSGA-Ⅱalgorith-m is feasible; Pareto front of rubber bearing base isolation system has the character of Multi-mode and the character don′t change with the form of the upper structure,the type of seis-mic waves and seismic intensity; in rubber bearing base isolation system, reasonable periodof isolation layer is about 3s; when the damping ratio is one of the decision variables, thedamping ratio of the member of Pareto front is generally larger.
Keywords/Search Tags:rubber bearing base isolation, sliding base isolation, NSGA-Ⅱalgorithm, resilient-friction base isolation, multi-objective optimization, Pareto front
PDF Full Text Request
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