设备隔震的窑尾结构地震反应研究  

Study of Seismic Response on Kiln Tail Structure of Equipment Isolation

作　　者：张法辉 魏文晖[1] 王安阳[1] 张进[2] 

机构地区：[1]武汉理工大学道路桥梁与结构工程湖北省重点实验室,武汉430070 [2]天津水泥工业设计研究院有限公司,天津300400

出　　处：《武汉理工大学学报》2016年第2期76-81,共6页Journal of Wuhan University of Technology

基　　金：国家自然科学基金(51178362);武汉市城建委科技计划项目(201411)

摘　　要：根据窑尾结构设备质量大、结构高的特点,提出通过对窑尾结构主要设备支座处设置隔震支座,达到对窑尾结构消能减震的目的。采用SAP2000有限元软件分别建立传统的窑尾结构模型和设置隔震支座后的窑尾结构模型,进行模态分析、地震反应谱分析和动力时程分析。结果表明,提出的设备隔震方法对窑尾结构具有较好的减震控制效果,窑尾结构的基底总剪力、各层位移和层间位移角均有明显减小,为同类上部荷载较大的工业建筑抗震设计提供了一种新的消能减震方法。Because of heavy equipment and large height of kiln tail structure, the isolation bearing was proposed to be set on the main support equipment of kiln tail structure to achieve the purpose of earthquake energy dissipation. Through finite element software SAP2000, two models of kiln tail structures with and without setting seismic isolation were established. Then the modal analyses, seismic response spectrum and time history were performed. The results show that the proposed method of equipment isolation has a better effect on seismic mitigation and control as the total base shear force, each story displacement and story drift angle decreased significantly, which provides a new method of seismic design on earthquake energy dissipation for the same industrial building structure with heavy upper load.

关 键 词：设备隔震 窑尾结构 反应谱分析 时程分析 

分 类 号：TU352.1[建筑科学—结构工程]