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框-剪结构近似计算中风荷载简化形式的探讨--毕业设计中的专题研究实践
引用本文:李国辉,郭仁俊,梁靖波,杨添云,陈坚.框-剪结构近似计算中风荷载简化形式的探讨--毕业设计中的专题研究实践[J].广东工业大学学报(社会科学版),2003,3(Z1):168-170.
作者姓名:李国辉  郭仁俊  梁靖波  杨添云  陈坚
作者单位:广东工业大学建设学院,广东,广州,510634
摘    要:应用近似计算法,对不同高度的框架--剪力墙结构分别在风荷载的各种典型形式作用下的位移进行了计算,并与TBSA设计程序的计算结果作了比较,得出一些规律,可供框-剪、剪力墙结构设计简化计算时参考.

关 键 词:毕业设计  框架-剪力墙结构  风荷载  简化形式
修稿时间:2003年4月23日

An Exploration of the Simplification of Wind Loads in the Approximate Calculation of Frame- shear Force Structure--Research and Practice of Special Subject in Graduation Project
LI Guo-hui,GUO Ren-jun,LIANG Jing-bo,YANG Tian-yun,CHEN Jian.An Exploration of the Simplification of Wind Loads in the Approximate Calculation of Frame- shear Force Structure--Research and Practice of Special Subject in Graduation Project[J].Journal of Guangdong University of Technology(Social Sciences Edition),2003,3(Z1):168-170.
Authors:LI Guo-hui  GUO Ren-jun  LIANG Jing-bo  YANG Tian-yun  CHEN Jian
Abstract:The displacement of structures of frame shear wall with different height is approximately calculated under several typical loads of wind. Some rules are found by comparing the displacement with the analytic results of TBSA and can be used for reference to simplify the calculation of structures of frame shear walls and shear walls.
Keywords:graduation project  frame  shear wall  wind load  simplification
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