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基于抗震性能的框架—剪力墙结构优化设计
Research on optimal design of frame-shear wall structure based on seismic performance
【摘要】 根据我国现行建筑抗震设计规范对结构最大层间位移角限值的要求,以地震作用最小为目标,用计算机VC语言编写出框架—剪力墙结构的优化程序,并计算出满足要求的剪力墙数量,简单实用,适用于地震区高层建筑结构的初步设计阶段。
【Abstract】 According to the limitation of maximum drift angle between stories of the earthquake resistant design code,it uses a computer language-VC to compile the continuous analysis principle of team work in frame-shear wall structure,which aims to the objective of minimizing earthquake.It can calculate the number of frame-shear walls that meet the requirements.This method which is fit for the primary design of high-rise buildings in earthquake.
【关键词】 框架—剪力墙结构;
优化设计;
地震作用;
【Key words】 frame-shear wall structure; optimal design; earthquake action;
【Key words】 frame-shear wall structure; optimal design; earthquake action;
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2010年19期
- 【分类号】TU398.2;TU352.11
- 【被引频次】3
- 【下载频次】109