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框架-剪力墙结构中剪力墙刚度的优化

STIFFNESS OPTIMIZATION OF SHEAR WALL IN FRAME-SHEAR STRUCTURE

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【作者】 徐娜丁建国

【Author】 Xu Na(Jiangyin Municipal Government Key Project Office Jiangyin 214400)Ding Jianguo(Departinent of Civil Engineering,Nanjing University of Science & Technology Nanjing 210094)

【机构】 江阴市人民政府重点工程建设办公室南京理工大学土木工程系 江阴214400南京210094

【摘要】 在框剪结构的剪力墙刚度优化中,考虑了诸多因素的影响,提出了比较符合设计要求的优化方法,同时考虑了罕遇地震的情况,提供了在该情况下验算框剪结构的层间侧移角方法。以本分析优化方法为依据,运用MATLAB软件编制优化程序,方便结构进行方案调整,寻求最优设计。

【Abstract】 In this paper,to optimize the stiffness of shear wall in frame-shear structure,a better method which is coincident with design requirements is developed,while many influencing factors being considered.At the same time the severe earthquake is considered,a method to verify the lateral angle between layers of frame-shear structure in this kind of condition is put forward.On the basis of the methods for analysis and optimization,a frame shear wall structure analysis and optimum MATLAB software are developed.The software can be used to make the original optimal design for the frame shear wall structure,and it makes the structure design easy.

【关键词】 框架-剪力墙刚度优化
【Key words】 frame-shear wall stiffness optimization
  • 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2007年S1期
  • 【分类号】TU398.2
  • 【被引频次】1
  • 【下载频次】270
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