IMPACT OF FILLED WALL ON HORIZONTAL STIFFNESS OF FRAME STRUCTURE

Huang Hua; Ye Yanxia; Zhu Qin; Zhang Guozhen; Jin Chi; Zhang Xiong

doi:10.13204/j.gyjz201012010

Volume 40 Issue 12

Dec. 2014

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Huang Hua, Ye Yanxia, Zhu Qin, Zhang Guozhen, Jin Chi, Zhang Xiong. IMPACT OF FILLED WALL ON HORIZONTAL STIFFNESS OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 34-38. doi: 10.13204/j.gyjz201012010

Citation:

Huang Hua, Ye Yanxia, Zhu Qin, Zhang Guozhen, Jin Chi, Zhang Xiong. IMPACT OF FILLED WALL ON HORIZONTAL STIFFNESS OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 34-38. doi: 10.13204/j.gyjz201012010

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IMPACT OF FILLED WALL ON HORIZONTAL STIFFNESS OF FRAME STRUCTURE

doi: 10.13204/j.gyjz201012010

1.
1. School of Civil Engineering,Chang’an University,Xi’an 710061,China;
2.
2. Key Laboratory of Bridge Detection and Reinforcement Technology of Industryof Communication,Chang’an University,Xi’an 710064,China

Received Date: 2010-04-02
Publish Date: 2010-12-20

Abstract

Abstract

Twelve finite element models of a ten-story frame structure were set up to investigate the influences on its horizontal stiffness of the filled wall under different seismic waves.The main influential factors included the walls material,its spatial arrangement,and its quantity in every story.Results indicate that from standard brick to hollow brick and aerated concrete block,the effect on changing stiffness of filled wears materials becomes smaller and smaller,but its influences cannot be ignored.When the cross-section ratio of first layers filled wall to next layers filled wall is smaller than 45%,the layer should be treaded as weak layer.The cross-section ratio can be equal or greater than 60% in design.Based on numerical analysis,the formulas for calculating horizontal stiffness are presented,on which the influences of filled wall are given.
- frame structure,
- filled wall,
- horizontal stiffness,
- weak layer

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References(10)

References

[2] 张泽平,李珠,刘元珍.免拆保温墙模带缝剪力墙体系的抗震动力分析[J].工程力学,2008,25(3):113-119.

清华大学土木工程结构专家组,西南交通大学土木工程结构专家组,北京交通大学土木工程结构专家组,等.汶川地震建筑震害分析[J].建筑结构学报,2008,29(4):1-9.

[3] 汪颖富.底层框架抗震墙砖房第二层与底层侧移刚度比控制分析[J].工程抗震,1997(1):13-16.

[4] 杨佑发,邹银生.底部两层框剪砖房层间侧移刚度比的合理取值[J].力学季刊,2003,24(1):129-134.

[5] 薛建阳,赵鸿铁,杨勇.底部两层框架－抗震墙砌体房屋的动力计算模型及侧向刚度控制[J].力学季刊,2002,23(4）:583-587.

[6] 郑山锁.底部框架－抗震墙砖房框剪层抗震墙数量的合理确定[J].工业建筑,2001,3l(5):23-26.

[7] 郑山锁,杨勇.底部两层框架－抗震墙砖房抗震能力的分析方法与设计控制[J].工业建筑,2002,32(3):32-35.

[8] GB 500112010 建筑抗震设计规范[S].

[9] GBJ 1189 建筑抗震设计规范[S].

[10] JGJT 1394 设置钢筋混凝土构造柱多层砖房抗震技术规程[S]

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