Shaking test research on connection modes between block infill wall and frame beam
CHENG Yun1,2, LIU Ming1,2, LIU Xiao-wei2, WANG Bing2
1.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;2.School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China
Abstract:
In order to achieve an optimal anti-seismic behavior,or rather stability,the out-of-plane stability of infill wall in frame has been researched with the shaking test of four sets of two-layer infill wall,in which four different connection modes of filled with inclined bricks on the top,disconnection,flexibility and semi-flexibility were adapted.The acceleration and displacement response of the specimens were analyzed under the seismic load.Also,some feasible connection modes were gained by comparing the response of infill walls.Finally,the calculation of earthquake of infill wall was held.The results showed that seismic responses of the infill walls whose connect with frame in form of flexibility and semi-flexibility modes are weaker than others obviously,and their integrality is better.Thus the conclusion could be drawn that out-of-plane stability of the specimens with connection modes of flexibility and semi-flexibility are better than those with the connection modes of filled with inclined bricks on the top and disconnection.The research results can provide evidence for establishing specifications and directing the construction and therefore help reduce the casualties and property loss caused by earthquake disasters.
Key words: block infill wall shaking test connection modes acceleration
DOI:10.11916/j.issn.1005-9113.2011.05.022
Clc Number:
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Shaking test research on connection modes between block infill wall and frame beam
本站小编 哈尔滨工业大学/2019-10-23
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