ANALYSIS OF EFFECT OF FILLED WALL ON NATURAL VIBRATING PERIOD OF FRAME STRUCTURE

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

doi:10.13204/j.gyjz201005003

Volume 40 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 19-23,50

Huang Hua, Ye Yanxia, Zhu Qin, Zhang Guozhen, Jin Chi, Zhang Xiong. ANALYSIS OF EFFECT OF FILLED WALL ON NATURAL VIBRATING PERIOD OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 19-23,50. doi: 10.13204/j.gyjz201005003

Citation:

Huang Hua, Ye Yanxia, Zhu Qin, Zhang Guozhen, Jin Chi, Zhang Xiong. ANALYSIS OF EFFECT OF FILLED WALL ON NATURAL VIBRATING PERIOD OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 19-23,50. doi: 10.13204/j.gyjz201005003

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ANALYSIS OF EFFECT OF FILLED WALL ON NATURAL VIBRATING PERIOD OF FRAME STRUCTURE

doi: 10.13204/j.gyjz201005003

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

Received Date: 2009-08-14
Publish Date: 2010-05-20

Abstract

Abstract

Twenty-nine finite element models of a ten-story frame structure were set up to investigate the influences on its natural vibrating period of the filled wall. The main influential factors included the walls material,its spatial arrangement,and its quantity in weak story. Results indicate that the performance of filled walls materials has little influence on the frames natural vibrating period. The quantity of filled walls in weak floor and the location of weak floor are the two main influence factors. Based on numerical analysis,the modified models for calculating the frames natural vibrating period are presented,where the influences of filled wall are given.
- frame structure,
- filled wall,
- natural vibrating period,
- weak floor

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References(5)

References

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

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