高层剪力墙结构连梁的设计与分析

英文篇名：Design and analysis of coupling beams of shear wall structure in tall buildings
中文刊名：建筑结构
英文刊名：Building Structure
作者：常为华 ; 张相勇 ; 张亚珊
英文作者：Chang Weihua~1 ; Zhang Xiangyong~2 ; Zhang Yashan~1 (1 Beijing landmark Architecture Design & Engineering Co. ; Ltd. ; Beijing 100029 ; China ; 2 Beijing Institute of Architectural Design ; Beijing 100045 ; China ; 3 China University of Mining & Technology ; Beijing 100083 ; China)
中文关键词：剪力墙结构 ; 连梁 ; 刚度
英文关键词：shear wall structure ; coupling beam ; rigidity
出版日期：2009-08-15
机构：北京蓝图工程设计有限公司;北京市建筑设计研究院;中国矿业大学;
年：2009
期：S2
出版单位：建筑结构

摘要

连梁是对剪力墙结构抗震性能和承载力影响较大的构件之一,在工程设计中常常遇到连梁超筋这一现象,如何合理采取连梁超筋措施尤为重要。根据双肢剪力墙结构的简化模型,采用近似理论对其进行分析。充分地揭示了连梁刚度与墙肢刚度在结构内力分布中起到的作用及其相互之间的关系和影响。最后,依据剪力墙结构计算原理结合工程实例分析连梁超筋措施。
The coupling beam is one of the components with greater impact on anti-seismic performance and bearing capacity in the shear wall structure,and its over-reinforcement often faces us in engineering design.To solve this problem, it is especially important to select and take reasonable over-reinforced measures.Based on the simplified model of coupled shear wall structure,this paper uses the approximate theory to for analysis,fully demonstrating influence of coupling beam rigidity and shear wall rigidity on structural endogenous force distribution as well as their correlation and interaction.In the last section,the paper uses the calculation theory on shear wall structure to analyze by engineering instances over-reinforced measures.

引文

[1]JGJ 3-2002高层建筑混凝土结构技术规程.中国建筑工业出版社,2001.
    [2]B.STAFFORD,A.COULL著,陈瑜,龚炳年等译校,高层建筑结构分析与设计.地震出版社,1993.
    [3]张仲先等.高层建筑结构设计.北京大学出版社.2006.
    [4]高湛,李华,彭少民.高层建筑剪力墙连梁的设计与分析.国外建材科技,2004,25(3).
    [5]韩小雷,梁启智.带刚性连梁的双肢剪力墙结构控制性能.华南理工大学学报,1999,27(9).
    [6]李英岩,吴善喜等.高层建筑剪力墙中连梁的设计探讨.青岛理工大学学报,26(5).