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《Journal of Civil,Architectural & Environmental Engineering》 2010-03
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Mechanical Behaviors and Design Method for Irregular Joints in Rigid Steel Frames

PENG Xiu-ning1,2,3,XUE Jian-yang1,LIU Zu-qiang1,HU Zong-bo1,CHEN Jian-yong2(1.Civil Engineering Postdoctoral Station of Xi'an University of Architecture and Technology,Xi'an 710055,P.R.China;2.College of Civil Engineering and Architecture.Guangxi University,Nanning 530004,P.R.China;3.Postdoctoral Station of Guangxi Electric Power Industry Investigation Design and Research Institute.Nanning 530023,P.R.China)  
In order to study the mechanical behaviors of irregular joints in rigid steel frames which had been used in large-scale power plant,6 specimens in 1/4 scale of the prototype model were designed according to different axial compression ratio and section height ratio of beams and were tested under low cyclic reversed loading.Based on the failure law of specimens,the main factors that affect the bearing capacity of the irregular joints were analyzed.By the division of panel zone,the calculating formula was put forward according to mechanical principles.It is found that the difference between calculating results and experimental results is about 18%.And the proposed method for calculating the irregular joints in rigid steel frames is feasible.
【Fund】: 中国博士后科学基金(20080440814);; 广西电力工业勘察设计研究院博士后科学基金
【CateGory Index】: TU391
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