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。
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.
出处
《山西建筑》
2010年第19期77-78,共2页
Shanxi Architecture
关键词
框架—剪力墙结构
优化设计
地震作用
frame-shear wall structure
optimal design
earthquake action
