引文
[1]Goverdhan,A.V.A Collection of Experimental Moment-Rotation Curves and Evaluation of Prediction Equation for Semi-Rigid Connections,Master’s Thesis,Vanderbilt University,Nashivile,TN,490
[2]Nethercot,D.A.(1985a)Steel Beam-to-Column Connections-A Review of Test Data and its Applicability to the Evaluation of Joint Behavior in the Performance of Steel Frames,CIRIA Project Record:338
[3]Nethercot,D.A.(1985b)Utilization of experimentally obtained connection data in assessing the performance of steel frames,in Connection Flexibility and Steel Frames,Proceedings of a Session Sponsored by the Structural Division,ASCE,Detroit:13~37
[4]Kishi,N,and Chen,W.F.(1986)Data Base of Steel Beam-to-Column Connections,Structural Engineering Report No.CE-STR-86-26,School of Civil Engineering,Purdue University,West Lafayette,IN,653.
[5]Kishi N,Hasan R.Study of Eurocode 3 Steel Connection Classification[J].Engineering Structure,1997,19(9):772~779
[6]彭福明,王燕.外伸端板半刚性节点在循环荷载作用下的研究.青岛建筑工程学院学报,2001,22(4):75-79Peng Fuming,Wang yan.Research on overhanging end plate semi-rigid nodes under cycle load.Journal of Qingdao construction engineering college,2001,22(4):75-79(In Chinese)
[7]王新武,孙犁.钢框架半刚性连接性能研究.武汉理工大学学报,2002,24(11):33-35Wang Xin-wu,Sun Li.Steel frame semi-rigid connection performance research.Journal of Wuhan university of technology,2002,24(11):33-35(In Chinese)
[8]L.Calado,G.De Matteis,R.Landolfo.Experimental response of top and seat angle semi-rigid steel frame connections.Materials and Structures.Volume33,Issue 8,October 2000,pp.499-510
[9]王燕,李华军,厉见芬.半刚性梁柱节点连接的初始刚度和结构内力分析.工程力学,2003,20(6):65-69Wang yan,Li Huajun,Li Jianfen.The initial stiffness and structure internal force analysis for semi-rigid beam-column joints connection.Engineering mechanics,2003,20(6):65-69(In Chinese)
[10]完海鹰,王建国,王秀喜.半刚性连接钢框架的拟动力实验研究.实验力学,2009,24(4):299-306Wan Haiying,Wang Jianguo,Wang Xiuxi.The research of pseudo dynamic experiment for Semi-rigid connection steel frame.Experimental mechanics,2009,24(4):299-306(In Chinese)
[11]Aksoylar N D,Elnashai Amr S,Mahoud H.The design and seismic performance of low-rise long-span frames with semi-rigid connections.Journal of Constructional Steel Research,Volume62,,2011,pp:114-126
[12]Phu-Cuong Nguyen,Seung-Eock Kim.Nonlinear elastic dynamic analysis of space steel frames with semi-rigid connections.Journal of Constructional Steel Research,Volume 84,May 2013,pp.72–81.
[13]舒兴平,胡习兵,熊曜.钢框架梁柱T型钢半刚性连接节点的性能研究.建筑结构,2006,36(8):6-9Shu Xingping,Hu Xibing,Xiong Yao.Research on the performance of steel frame with T steel semi-rigid connection.Building structure,2006,36(8):6-9(In Chinese)
[14]徐怡红,徐伟良.T型钢半刚性连接节点的非线性性能分析.浙江工业大学学报,2011,39(4):467-472Xu Yihong,Xu Wei-liang.Nonlinear performance analysis of T steel semi-rigid connections.Journal of Zhejiang university of technology,2011,39(4):467-472(In Chinese)
[15]刘哲锋,晏梁,付涛等.T型钢半刚性连接梁柱节点抗震性能试验研究.地震工程与工程振动.2012,32(5):66-72Liu Zhefeng,Yan Liang,Fu Tao,ect.Seismic performance experimental research on T steel beam-column joints semi-rigid connection.Earthquake Engineering and Engineering Vibration.2012,32(5):66-72(In Chinese)
[16]彭海雁,付涛,吴迪.半刚性T型钢梁柱连接的滞回性能研究.四川建筑科学研究,2013,39(3):32-35Peng Haiyan,Fu Tao,Wu Di.The research of hysteretic performance Semi-rigid T steel beam-column connection.Sichuan building and scientific research,2013,39(3):32-35(In Chinese)
[17]钢结构设计规范(GB 50017-2003)[S].北京:中国建筑工业出版社,2003Steel structure design code(GB 50017-2003)[S].Beijing:China building industry press,2003(In Chinese)
[18]建筑抗震试验方法规程(JGJ101-96)[S].北京:中国建筑工业出版社,1996Regulations of seismic test method(JGJ101-96)[S].Beijing:China building industry press,1996(In Chinese)
[19]陈瑜、董世民、李丽萍,《建筑抗震试验方法规程》中的拟动力试验方法简介,建筑科学,1995,2。Chen Yu,Dong Shimin,Li Liping.Pseudo dynamic test method of《The regulation for seismic test method》.Building science,1995,2(In Chinese)
[20]邱法维,钱稼茹,陈志鹏.结构抗震实验方法[M].科学出版社,2000Qiu Fawei,Qian Jiaru,Chen Zhipeng.Structures seismic experimental methods[M].Beijing:Sscience press,2000(In Chinese)