RESEARCH ON MECHANICAL PERFORMANCE OF T-JOINT OF CIRCULAR TUBE UNDER LOW REVERSED CYCLIC LOADING
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摘要: 通过对T形相贯节点在低周往复荷载作用下的试验,研究该节点的破坏形式、受力性能,同时对该节点进行有限元模拟分析,其结果与试验结果较为吻合。分析结果表明:T形圆管相贯节点具有较好的延性。T形相贯节点的滞回曲线稳定饱满,具有较为理想的抗震耗能作用。Abstract: Through experiment on the T-joint of circular tube under low reversed cycilc loading,the damage form and mechanical performance of T-joint of circular tube has been studied.At the same time,a finite element analysis by ANSYS software was done,whose results are in good agreement with those of the tests.The analytic results show that T-joint has better ductility;the shape of P- curve is stable and full,T-joint has perfect seismic performance.
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[2] 戴绍斌,黄俊,朱健.钢框架T型钢连接节点的受力性能研究.工业建筑,2005,35(9):90-93 王伟,陈以一.圆钢管相贯节点非刚性能与计算公式.工业建筑,2005,35(11):5-9 [3] 吴芸,张其林,王旭峰,等.钢框架抗震性能试验研究和数值分治?西安建筑科技大学学报,2006,38(4):486-490 [4] 舒兴平,朱正荣,王元清.N型方圆钢管相贯节点足尺试验研究.建筑结构学报,2006,27(1):66-70 [5] Packer J A,Henderson J E,Cao J J.空心管结构连接设计指南.北京:科学出版社,1997 [6] 夏军武,常鸿飞.钢框架柱带悬臂梁段拼接节点的弹塑性分析.中国矿业大学学报,2006,35(5):596-601 [7] 郭震.多层住宅钢结构框架刚性节点性能研究:[硕士学位论文].徐州:中国矿业大学学报,2004 [8] 常鸿飞.钢框架带悬臂梁段拼接节点的耗能性能与设计方法研究:[硕士学位论文].徐州:中国矿业大学学报,2006
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