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重要建筑的抗震性能设计——实例分析

PERFORMANCE-BASED SEISMIC DESIGN FOR CRITICAL BUILDING——AN EXEMPLARY ANALYSIS

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【作者】 彭凌云周锡元闫维明韩巍柯长华

【Author】 Peng Lingyun Zhou Xiyuan Yan Weiming(Beijing Key Lab of Earthquake Engineering and Structure Retrofit,Beijing University of Technology Beijing 100022)Han Wei Ke Changhua(Beijing Institute of Architecture Design Beijing 100045)

【机构】 北京工业大学工程抗震与结构诊治北京市重点实验室北京市建筑设计研究院北京市建筑设计研究院 北京100022北京100022北京100045

【摘要】 重要建筑物由于特殊的形体要求,结构布置常常不规则且抗震设防标准高。按常规方法进行设计遇到很大困难。通过两个途径改善了建筑物的抗震性能:一是针对结构平面布置的不规则,调整局部构件的截面抗弯刚度,实现结构整体刚度内在的规则分布;二是采用被动耗能减震技术,通过设置油阻尼器,为结构提供附加阻尼。分析结果表明,通过以上两个途径,可以显著增强结构抗震性能,减小构件截面尺寸,提高性价比。

【Abstract】 For critical buildings,due to the special shape demands,the structural layouts often become irregular.On the other hand,because of the importance of their function,the seismic design criterion of these buildings is higher than normal ones.The designer of structure usually encounters difficulty and challenge in the seismic design.Two approaches to improve the seismic performance of buildings were presented: One is to reallocate the bending stiffness of the local structural members in order to make the distribution of structural stiffness uniform inherently though the appearance is irregular.The other is to add some oil dampers to buildings,which may provide additional damping for structures.The analysis results indicated that the structural seismic performance could be obviously enhanced due to adoption of above approaches,and the sections of structural members column,beam could be reduced,and then to get better cost performance.

【基金】 国家自然科学基金(编号:50408005);工程抗震与结构诊治北京市重点实验室开放项目
  • 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2006年09期
  • 【分类号】TU352.11
  • 【被引频次】7
  • 【下载频次】402
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