多肢剪力墙-框架结构抗震优化设计  

Anti-seismic optimization design of multiple shear wall-frame structure

作　　者：邢静忠[1] 陈晓霞[2] 

机构地区：[1]甘肃工业大学基础科学系,兰州730050 [2]甘肃工业大学机电工程学院,兰州730050

出　　处：《甘肃工业大学学报》2000年第2期78-84,共7页Journal of Gansu University of Technology

摘　　要：提出一个多肢剪力墙 -框架结构体系的抗震优化设计数学模型 .该模型既考虑了结构整体约束 ,又考虑了构件的局部约束 ,利用了基于解析公式的结构抗震分析新方法 ,以减少整体优化的计算量 ,通过作者编制的 WFEROD- 程序计算的工程实例计算 。In this paper, a mathematical model of anti seismic optimization design for multiple shear wall frame structure is suggested. Not only the constraints to the whole structure, but also those to local structure elements are considered. A new anti seismic analysis method based on analytic formula has greatly decreased the calculation labor for global optimization. By using the program WFEROD Ⅰ developed by the author, an illustrative calculation for a practical engineering indicates that the method can be applied to the latter.

关 键 词：剪力墙 优化设计 数学模型 框架结构 

分 类 号：TU973.16[建筑科学—结构工程]