摘要
目的为了促进隔震技术在多层建筑中的应用,降低地震带来的灾害.方法结合现行《建筑抗震设计规范》(GB50011-2001),对叠层橡胶垫基础隔震技术在多层建筑应用过程中的计算模型的建立与选取、隔震层的设计、结构动力反应的实际意义等分别进行研究,并结合工程实例采用层间剪切模型,通过MATLAB程序模拟计算得出数据进行分析.结果说明基础隔震结构能够将主要的变形集中于隔震层处,隔震结构的各层加速度和层间剪力明显降低.结论多层房屋建筑采用隔震结构可以有效降低地震反应,保证多层房屋建筑在罕遇地震中正常使用.
In order to promote isolated technique application in multi-story building and reduce the disaster of earthquake, the method of establishing and choosing the models of structure, designing the base-isolated layer and the actual meaning of dynamic character are discussed in conjunction with Code for seismic design of building（GBSO011-2001）. Then story shear models are adopted and the data is calculated and analyzed through MATLAB program, taking the real engineering as an example. Base-isolated structure will concentrate deformation onto the rubber bearing layer, and the acceleration and interlaminar shear of each floor will decrease. The result shows that the multi-story building that uses isolated structure can lower the earthquake reaction effectively, and ensure that it can be used normally in rare earthquakes.
出处
《沈阳建筑大学学报（自然科学版）》
EI
CAS
2005年第6期667-670,共4页
Journal of Shenyang Jianzhu University：Natural Science
基金
辽宁省教育厅科研项目(A类2004D249)
关键词
隔震技术
基础隔震结构
多层建筑
应用
isolated technique, base-isolated structure, multi-story building, application
