短肢剪力墙结构高层住宅设计  

Short-pier shear wall structure design on high building

作　　者：高明涛[1] 

机构地区：[1]辽宁科技大学建筑与艺术设计学院,辽宁鞍山114044

出　　处：《辽宁工程技术大学学报（自然科学版）》2011年第6期875-879,共5页Journal of Liaoning Technical University (Natural Science)

基　　金：辽宁省教育厅基金项目资助(2008L)

摘　　要：为了使短肢剪力墙结构能够安全、经济地运用到工程实践中,通过对短肢剪力墙的力学性能进行分析,结合鞍山市"都市阳光"小区高层住宅短肢剪力墙结构设计,对结构选型、结构布置、剪力墙数量等问题进行了探讨。在剪力墙壁率的计算中建议考虑建筑总高度和建筑层数的因素;同时将短肢剪力墙与异形柱框架结构在适应程度及经济方面进行了对比,短肢剪力墙具有更好的安全及经济性能。In order to make the short-pier shear wall applied to the engineering practice safely and economically,this paper analyzes the mechanical properties of the short-pier shear wall,combines with a high building short-pier shear wall structure design and discusses some problems such as structure form selection,structure arrange and the number of short-pier shear wall.Then this paper presents a reasonable structure,we also should consider the total height of the building and the building level factors in the calculation of the rate of the shear wall.We also contrast the short-pier shear wall with the special shape column frame structure in aspect of capability and price,the short-pier shear wall has the better security and economic performance.

关 键 词：短肢剪力墙 高层建筑 结构设计 结构布置 结构选型 住宅 异形柱结构 混凝土结构 

分 类 号：TU443[建筑科学—岩土工程]