Paper Title:
Experimental Study on Collaborative Work Performance of Multi-Functional Vibration-Absorption Structure to Enclosing Wall
  Abstract

Multi-functional Vibration-absorption Structure to Enclosing Wall (MVEW) is a new type of vibration absorption technology. In the structure, by the combination of frame filled wall, TMD and vibration absorption system, advantages of each part are used. To understand collaborative work performances of MVEW in minor earthquakes, 1/2 scale model of MVEW with two layers and one span is designed, and be carried out under three work situations(frame structure ,100mm and 200mm thickness enclosure wall), and monotonous lateral load tests were carried out. The result indicates that the shearing force bear by enclosing wall increase as the height increasing, similarly, it decrease by height increase for frame column. As the existing of enclosing wall, the stiffness and bearing capacity of MVEW are stronger obviously than frame structure. And when brittle compressive components are set at the top and bottom of the wall, the lateral force bear by the wall will be higher obviously than only setting (brittle compressive components) at the top of the wall, which showing that the wall will bear more lateral load by increasing touch point between enclosing wall and the column.

  Info
Periodical
Edited by
Shaobo Zhong, Yimin Cheng and Xilong Qu
Pages
314-318
DOI
10.4028/www.scientific.net/AMM.50-51.314
Citation
M. S. He, G. J. Shi, J. W. Zheng, "Experimental Study on Collaborative Work Performance of Multi-Functional Vibration-Absorption Structure to Enclosing Wall", Applied Mechanics and Materials, Vols. 50-51, pp. 314-318, 2011
Online since
February 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Wei Hong Li, Li Jiu Wang, Chun An Tang, Yi Wang Bao, Xiong Chen, Shuang Xu
Abstract:The aim of this study is to demonstrate the influence of the stress parallel to the crack plane on subcritical crack growth in brittle...
1071
Authors: Wei Hong Li, Xiong Chen, De Shen Zhao, Yi Wang Bao
Abstract:The fracture behavior of brittle materials under different stress ratio has been investigated by means of numerical simulation method with...
937
Authors: Chuan Guo Cai, Zhong Xuan Wei, Xu Pu Yang
Chapter 10: Building Materials
Abstract:Abstract: In view of the mass brittle failures of reinforced concrete construction in Whenchuan earthquake, the ductility of construction was...
1907
Authors: Jing Ping Wei, Zhi Hao Ding, Fan Chen
Chapter 2: Rock and Soil Mechanics
Abstract:Abstract. Through the uniaxial compressive test, the mechanical parameters and the complete stress-strain curves were obtained, which...
379
Authors: Jing Ping Wei, Fan Chen, Zhi Hao Ding
Chapter 2: Materials Science and Processing
Abstract:Through the floor specific pressure test, the floor specific pressure was obtained. The rock mass of mudstone, under the loading...
175