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基于SIMULINK仿真的多层房屋基础隔震体系方案优选
引用本文:刘强,邹祖军. 基于SIMULINK仿真的多层房屋基础隔震体系方案优选[J]. 湖南工程学院学报(自然科学版), 2008, 18(2): 79-82
作者姓名:刘强  邹祖军
作者单位:福州大学土木工程学院,福建福州350001;集美大学,福建厦门361021;同济大学土木工程学院,上海,200092
摘    要:基础隔震体系分为橡胶基础隔震、滑移基础隔震和并联基础隔震体系.首先,建立该基础隔震体系结构的数学模型,隔震层采用双线性滞回模型.研究在不同隔震层屈服剪力和隔震周期时,不同隔震系统对地震反应的影响.在SIMULINK环境下对隔震结构体系进行仿真动力分析.经仿真分析表明,对于多层规则型房屋结构,经合理设计的并联基础隔震体系兼有橡胶垫和滑移基础隔震体系的优点,为最佳方案选择.

关 键 词:基础隔震  层间剪力  SIMULINK  方案优选

Seismic Response Optimal Scheme in Base-isolation Systems of Multi-storey Conctruction Based on Simulated Method of Simulink
LIU Qiang,ZOU Zu-jun. Seismic Response Optimal Scheme in Base-isolation Systems of Multi-storey Conctruction Based on Simulated Method of Simulink[J]. Journal of Hunan Institute of Engineering(Natural Science Edition), 2008, 18(2): 79-82
Authors:LIU Qiang  ZOU Zu-jun
Affiliation:LIU Qiang, ZOU Zu-jun ( 1. College of Civil Engineering, Fuzhou University, Fuzhou 350001, China; 2. Jimei University, Xiamen 361021, China; 3. College of Civil Eng. Tongji University, Shanghai 200092 ,China)
Abstract:The base-isolation systems consists of elastomeric,sliding and resilient-friction base isolation(R-FBI) systems.The numerical model of the base-isolation system is established.And the isolators are modeled by bi-linear hystereticmodels.The influence of the isolation systems on the response of the isolation structure is studied under the variation of parameters,such as isolator yield force and isolation time period.The simulink method is adopted to solve the dynamic differential equations.The simulation result shows that a reasponable designed R-FBI structure is an optimal scheme for the typically regular multi-storey construction.It has the advantages of elastomeric and sliding systems.
Keywords:base-isolation  shear force between stories  simulink  optimal scheme
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