土木与交通工程 |
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空间剖分T型钢梁柱连接角柱节点抗震试验 |
韩冬, 布欣, 王新武, 蒋沧如 |
1.武汉理工大学 土木工程与建筑学院,湖北 武汉430000
2.洛阳理工学院 土木工程学院,河南 洛阳 471023 |
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Experiment on seismic performance of spatial beam to corner column connection with T-stub |
HAN Dong, BU Xin, WANG Xin wu, JIANG Cang ru |
1.College of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430000,China;
2. College of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China |
引用本文:
韩冬, 布欣, 王新武, 蒋沧如. 空间剖分T型钢梁柱连接角柱节点抗震试验[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2017.02.009.
HAN Dong, BU Xin, WANG Xin wu, JIANG Cang ru. Experiment on seismic performance of spatial beam to corner column connection with T-stub. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2017.02.009.
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[1] 郝际平,李文岭.钢梁柱半刚性节点顶底角钢弱轴连接的有限元分析[J].土木工程学报,2007,40(09):36-42.
HAO Jipping,LI Wenling. Finite element analysis for the topandseat angle minor axis connection of semirigid steel beamcolumn joints [J]. China Civil Engineering
Journal,2007,40(09): 36-42.
[2] 王湛,王涛.半刚性钢框架梁柱弱轴端板连接的试验研究和有限元分析[J].土木工程学报,2012,45(8):83-89.
WANG Zhan, WANG Tao. Experiment and finite element analysis for the end plate minor axis connection of semirigid steel frames [J]. China Civil Engineering Journal, 2012,45(8): 83-89.
[3] 王燕,冯双,王玉田.钢框架刚性连接加强型节点滞回性能试验研究[J]. 土木工程学报,2011,44(5): 57-68.
WANG Yan, FENG Shuang, WANG Yutian. Experimental study on hysteretic behavior for rigidreinforced connections [J].China Civil Engineering Journal, 2011,44(5): 5768.
[4] 石文龙,李国强,肖勇,等.半刚性连接梁柱组合节点低周反复荷载试验研究[J].建筑结构学报,2008,29(5): 57-66.
SHI Wenlong,LI Guoqiang,XIAO Yong, et al.Cyclic loading tests on composite beamtocolumn joints with semirigid connections [J].Journal of Building Structures,2008, 29(5): 57-66.
[5] 李泽深,李秀梅,郑小伟,等.T形钢连接梁柱半刚性节点滞回性能试验研究及数值分析[J].建筑结构学报,2014,35(7): 61-68.
LI Zeshen, LI Xiumei, ZHENG Xiaowei, et al. Experimental study and numerical investigation on bysteretic behavior of Tstub semirigid beamto column connections \[J\].
Journal of Building Structures, 2014, 35(7): 61-68.
[6] 李凤霞,布欣,王新武.剖分T型钢梁柱连接滞回性能研究[J].建筑科学,2010,26(5): 28-32.
LI Fengxia,BU Xin,WANG Xinwu.Research on hysteretic behavior of the slit T steel beamcolumn connections [J]. Building Science,2010, 26(5): 28-32.
[7] 王新武.钢框架梁柱连接研究[D].武汉:武汉理工大土木建筑工程学院,2003.
WANG Xinwu.Research on beamtocolumn connections of steel frame[D]. Wuhan: Wuhan University of Technology, 2003.
[8] 樊健生,周慧,聂建国.空间钢混凝土组合节点抗震性能试验研究[J].土木工程学报,2014,32(12): 47-55.
FAN Jiansheng,ZHOU Hui, NIE Jianguo, et al. Experimental study on seismic performance of threedimensional composite beamtocolumn joints [J]. China Civil Engineering Journal,2014, 32(12): 47-55.
[9] 樊健生,周慧,聂建国. 空间钢混凝土组合节点抗震性能试验研究进展[J]. 建筑结构学报,2011,32(12):37-45.
FAN Jiansheng, ZHOU Hui,NIE Jianguo.Experimental study on seismic performance of threedimensional composite beamtocolumn joints [J].Journal of Building Structures, 2011, 32(12):37-45.
[10] KAWAGUCHI J, MORINO S, SUGIMOTO T. Elastoplastic behavior of concretefilled steel tubular three dimensional sub assemblages[C]∥Proceedings of an Engineering Foundation Conference Reston. VA,USA: ASCE,1992: 726-741.
[11] NISHIYAMA I.Seismic test facility for three dimensional beamtocolumn sub assemblages [D].Tachihara: Building Research Institute. Department of Production
Engineering,1999.
[12] FEMA.FEMA350. Recommended seismic design criteria for new steel structural buildings[S].Washington: Federal Emergency Management Agency, 2000.
[13] FEMA.FEMA351. Recommended seismic evaluation and upgrade criteria for existing welded steel momentframe buildings[S].Washington: Federal Emergency Management Agency,2000.
[14] FEMA.FEMA461. Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components [S]. Redwood City: Applied
Technology Council, 2007. |
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