[1]王泽军,周文凯.转角窗洞口对高层剪力墙住宅结构的影响与设计建议[J].西安建筑科技大学学报:自然科学版,2012,(02):210-216.[doi:10.15986/j.1006-7930.2012.02.011]
 WANG Ze-jun,ZHOU Wen-kai.Effects of corner window opening on high-rise shear weal residential structure and relative design recommendation[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2012,(02):210-216.[doi:10.15986/j.1006-7930.2012.02.011]
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转角窗洞口对高层剪力墙住宅结构的影响与设计建议()
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西安建筑科技大学学报:自然科学版[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2012年02期
页码:
210-216
栏目:
出版日期:
2012-04-30

文章信息/Info

Title:
Effects of corner window opening on high-rise shear weal residential structure and relative design recommendation
文章编号:
1006-7930(2012)02-0210-07
作者:
王泽军周文凯
(西安建筑科技大学土木工程学院,陕西 西安 710055)
Author(s):
WANG Ze-jun ZHOU Wen-kai
(School of Civil Engineering, Xian University of Architecture and Technology, Xian 710055, China)
关键词:
高层住宅剪力墙结构转角窗内力分析结构设计
Keywords:
high-rise residence shear wall structure corner window internal force analysis structural design
分类号:
TU355
DOI:
10.15986/j.1006-7930.2012.02.011
文献标志码:
A
摘要:
为了研究转角窗洞口对结构整体效应及局部构件受力的影响,以工程中常见的住宅结构平面布置形式为研究对象,采用结构计算软件SATWE,通过变换洞口的大小,对结构的自振周期、顶点位移、基底反力以及角部构件的内力等进行了对比分析.分析结果表明:随着转角处墙肢洞口的增大,结构的自振周期和顶点位移在增大,基底反力在减小,转角处受力构件的内力明显增大,在结构中间楼层变化尤为显著.依据分析结果,并结合以往工程经验,针对该种结构的薄弱部分,给出一些设计建议,为以后工程设计提供参考
Abstract:
In order to research the effects corner window opening on the integral effect of structure and stress of local members, taking the engineering of the common residential structure plan as the research object, using structure calculation software SATWE, through the transformation of the size of the openings of corner window, the comparative analysis of the structure of natural period of vibration, the displacement of the vertex, basal reaction force and internal force of the components are carried out. The analysis results show that as the size of the openings of corner window increase, the structure of the natural vibration period and the displacement of the vertex increase, while the basic reaction force decreases, and as the internal force of the components of corner window increases, the particularly significant change occurs in the middle of the floor according to the analysis result, and combined with past engineering experience. In order to Strengthen the weak part of structure, some advices of design are presented, which can be used as a reference to future project design

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2011-06-28 修改稿日期:2012-03-26
作者简介:王泽军(1962-),男,陕西延安人,硕士研究生导师,副教授,一级注册结构工程师,主要从事高层结构抗震研究
更新日期/Last Update: 2015-09-01