平面中部带剪力墙核心筒高层建筑结构体系判定  

Judgment for Structure System of Tall Building with Core Shear-wall in Central Part of Plane

作　　者：郭猛[1] 姚谦峰[1] 马蘅[2] 涂远军[2] 

机构地区：[1]北京交通大学土木建筑工程学院,北京100044 [2]北京工业大学建筑工程学院,北京100022

出　　处：《水利与建筑工程学报》2008年第3期41-43,共3页Journal of Water Resources and Architectural Engineering

摘　　要：基于框架-核心筒结构的空间受力特点和框架-核心筒与框剪结构在水平力作用下的主要区别,讨论了平面中部带剪力墙核心筒的高层建筑结构体系定义问题,给出该类结构定义为框架-核心筒结构或框剪结构的区分方法,文中所列举的结构体系判定实例可为类似结构设计提供参考。Based on the characteristics of a frame-core wall structure and the main differences between a frame-core wall structure and a frame-shear wall structure under horizontal force, the structure system judgment is discussed about the tall buildings with a core shear-wall in the central part of a plane, and a distinguishable method is presented about how to judge this type of structure. The judgment examples for the structure system in the paper can be referred to be references for other similar projects.

关 键 词：高层建筑 框架-核心筒结构 框剪结构 结构体系判定 平截面假定 

分 类 号：TU375.4[建筑科学—结构工程]