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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 34-38

MA Yingchang, LIU Haifeng, ZHANG Minghu. EFFECTS OF DESERT SAND REPLACEMENT RATE AND FLY ASH CONTENT ON THE COMPRESSIVE STRENGTH OF CONCRETE UNDER LOW TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 81-87,80. doi: 10.13204/j.gyjz202005014

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

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