地震区框架-剪力墙结构最优剪力墙数量的研究  

A Study on the Optimal Quantity of Shear Walls for Frame-Shear Wall Structures in Earthquake Zone

作　　者：黄世敏[1] 魏琏[1] 程绍革[1] 衣洪建[1] 赵斌[1] 

机构地区：[1]中国建筑科学研究院,北京100013

出　　处：《工程抗震》2003年第1期1-5,共5页Earthquake Resistant Engineering

摘　　要：本文从沿高变刚度框剪结构协同分析的连续 离散化分析原理出发 ,提出了确定地震区沿高变刚度框剪结构剪力墙最优数量的简化计算方法。首次提出了采用竖向构件分类的方法确定最优剪力墙数量。本文方法具有较高的精度 。In this paper,based on the principle of continuous-discretized analysis of interactive frame-shear wall structures with variable stiffness along the height,a simplified calculation method for determining the optimal quantity of the shear walls is presented.A method using the classification of vertical members is introduced in the paper.This method is proved to be accurate enough for use in the structural design of tall buildings in earthquake zone during the preliminary stage of design

关 键 词：框架—剪力墙结构 连续—离散化分析 地震区 剪力墙 竖向构件 

分 类 号：TU398.2[建筑科学—结构工程]