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《Building Structure》 2008-10
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Parameters optimization of sliding base-isolated structure considering effect of vertical earthquake

Zhang Yannian~1,Liu Li~1,Xing Ran~1,Dong Jinkun~2,Zhu Chaoyan~2(1 School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;2 School of Civil Engineering,Liaoning University of Technology,Jinzhou 121001,China)  
In order to study the influence of the action of coupling earthquake in both horizontal and vertical direction to vibration control structure and improve the effect of shock absorption of sliding base-isolated structure,theory of sliding base-isolated structure under the action of earthquake in both horizontal and vertical direction is researched.A kinematic differential equation is also developed accordingly.The optimal model for sliding base-isolated structure is set up.In view of the characteristics of parameters optimization of sliding base-isolated structure,the improvement measures of standard genetic algorithm are put forward.A new direct search algorithm is proposed and combined with improved genetic algorithm,which formed improved hybrid genetic algorithm.The parameters of 6-story sliding base-isolated structure are optimized with improved hybrid genetic algorithm and the influence of the action of earthquake in vertical direction is improved effectively.The results by exemplification show that the optimal model and improved hybrid genetic algorithm are efficient for parameters optimization of sliding base-isolated structure.
【Fund】: 博士后科学基金资助项目(20060400971);; 建设部研究开发项目(06-k1-22);; 沈阳建筑大学省级重点实验室开放基金资助(JG200702)
【CateGory Index】: TU352.12
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【Citations】
Chinese Journal Full-text Database 6 Hits
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