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《Industrial Construction》 2011-06
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AN EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF BFRP REINFORCED MORTISE-TENON JOINTS OF DIFFERENT CONSTRUCTION METHODS

Wang Quanfeng1 Fa Guanzhe1 Chen Haojun2 Huang Yihui1 Wang Lingyun1 (1.The Institute of Civil Engineering,Huaqiao University,Quanzhou 362021,China; 2.Architectural and Civil Engineering Association of Huaqiao University,Macao)  
In accordance with the conditions of a project,it is compared the mechanical properties of BFRP reinforced mortise-tenon joint of different construction methods,and explored the seismic performance of the said joint,including hysteretic skeleton curve,strength and stiffness degradation rules,ultimate strength and maximum stiffness.The results show that hysteretic curve graph of BFRP reinforced mortise-tenon of different construction methods is obviously different,the ultimate strength and maximum rigidity of the mortise-tenon joint also have a greater difference.
【Fund】: 澳门特别行政区科学技术发展基金课题(524/263/SAF/2008);; 泉州市科技计划项目(2006G7)
【CateGory Index】: TU352.11
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