钢筋混凝土柱与剪力墙偏心受压承载力计算分析  

Calculation and Analysis on Eccentric Compression Capacity for Reinforced Concrete Column and Shear Wall

作　　者：宋艳生[1] 于江[2] 

机构地区：[1]新疆大学建筑设计研究院,新疆乌鲁木齐830047 [2]新疆大学建筑工程学院,新疆乌鲁木齐830047

出　　处：《新疆大学学报（自然科学版）》2013年第1期120-123,共4页Journal of Xinjiang University(Natural Science Edition)

摘　　要：现行《混凝土结构设计规范》和《高层建筑混凝土结构技术规程》对于钢筋混凝土墙和柱的正截面设计原理基本一致,但因截面形状有所不同,实际应用时计算方法有所区别.本文比较了有关墙柱正截面简化计算的差异,并提出了应用公式时应注意的适用条件.According to current Code for design of concrete structures and Technical specification for concretestructures of tall building the principle of design of the reinforced concrete shear wall and the column for section of vertical axis is basic consistent, but having a dissimilarity of section shape, the actual apply calculate method has differentiation .In this paper we study the difference of simply calculation on section of vertical axis of shear wall and column, and put forward coincident condition when applying formula.

关 键 词：混凝土结构 偏心受压 承载力 

分 类 号：TU312+.1[建筑科学—结构工程]