Research Summary of Vibration Reducing Performance for Infilled Wall

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Abstract:

Infilled wall is always regarded as a nonload bearing element, its energy-dissipation capacity and impact for the frame structure under earthquake have not been taken seriously. In this paper the function of infilled wall for frame structure was discussed, energy-dissipation capacity of different measures were analysed and compared from the point of passive control theory. This paper provides the reference for the further research of filler wall.

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1545-1550

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yun Zhou, Shuilin Peng, Congyong Wu, Qingli Yin, Yangzhao Guo. Earthquake Resistant Engineering and Retrofitting, 2011, 33(4): 79-84. (In Chinese).

Google Scholar

[2] Lixue Jiang, Qiaowen Zheng. Industial Construction, 2009, 39(10): 40-47. (In Chinese).

Google Scholar

[3] Zixiong Guo, Yibin Wu, Qunxian Huang. Journal of Earthquake Engineering and Engineering Vibration, 2008, 28(6): 172-177.

Google Scholar

[4] Yun Zhou, Shuilin Peng, Yangzhao Guo, Zhengmin Zou, Qingli Yin. Journal of Disaster Prevention and Mitigation Engineering, 2011, 5(31): 469-476. (In Chinese).

Google Scholar

[5] Yongfeng Du, Jifang Geng. Earthquake Resistant Engineering and Retrofitting, 2011, 33(1): 38-42. (In Chinese).

Google Scholar

[6] Tingting Guo, Jihua Yu, Xiwei Xu. Earthquake Resistant Engineering and Retrofitting, 2010, 32 (4): 125-133. (In Chinese).

Google Scholar

[7] Weiming Yan, Fulin Zhou, Ping Tan. World Information on Earthquake Engeering, 1997, 13(2): 8-19. (In Chinese).

Google Scholar

[8] National Standards of the People's Republic of China, Code of Aseismic Design of Buildings (GB50011-2010).

Google Scholar

[9] National Standards of the People's Republic of China, Code for Design of Concrete Structures (GB50010-2010).

Google Scholar