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《Building Structure》 2006-08
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Experimental Research on Hysteretic Behaviors of Welded Moment Resisting Frame Connections with General and Haunch Stiffened Form in Power Plant

Su Mingzhou~(1),Gu Qiang~(2),Xie Baoan~(3),Li Qicai~(2),Cheng Aiguo~(4)(1 Xi'an University of Architecture & Technology,Xi'an 710055,China; 2 University of Science and Technology of Suzhou,Suzhou 215011,China;3 Northwest Institute of Power Plant Design,Xi'an 710048,China;4 Beijing Jiaotong University,Beijing 100044,China)  
In order to obtain the influences of width-to-thickness ratio of beam flange and height-to-thickness of column web in panel zone on failure mode,ductility and bearing capacity of beam-column connections,four half-scale specimens were tested under cyclic loading.Two of these specimens were repaired and stiffened with haunch to evaluate the effect of this repair method.The results reveal that it might greatly improve the ductility and bearing capacity of connections.All the repaired specimens failed with the formation of plastic hinge at the end of beam near the haunch,and lost their global stability due to cyclic plasticity deformation,which ensured the design criterion of strong-connection-weak-member.Suggestions on design and construction are presented.
【Fund】: 国家自然科学基金资助项目(59978041);; 国家电力总公司资助项目
【CateGory Index】: TU391
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