Lei Ke.Seismic behavior of bolt-end plate connections for concrete-filled steel tubular frame [D].Xi？an:Xi？an University of Architecture and Technology,2010.(in Chinese)
[2]
(韩林海),(陶忠),(王文达) 现代组合结构结构和混合结构-试验、理论和方法[M].北京:科学出版社,2009:206―213.Han Linhai,Tao Zhong,Wang Wenda.Advanced composite and mixed structures testing theory and design approach [M].Beijing:Science Press,2009:206―213.(in Chinese).
Wang Xiantie.Behavior research and aseismic design criterion on new type connections of concrete-filled square tubular column and steel beam [D].Xi？an:Xi？an University of Architecture and Technology,2007.(in Chinese)
[5]
(张思敏).翼缘加强型狗骨式节点的性能分析及改进[D].青岛:青岛理工大学,2010.
[6]
Zhang Simin.Performance analysis and improvement of flange reinforced dog-bone connection [D].Qingdao:Qingdao Technological University,2010.(in Chinese)
[7]
(戴绍斌),(刘文吉),(黄俊).狗骨式刚性连接节点的受力性能试验研究[J].(武汉理工大学学报),2004,26(12):56―58.Dai Shaobin,Liu Wenji,Huang Jun.Experimental research on working behavior of dog-bone style rigid connection joint [J].Journal of Wuhan University of Technology,2004,26(12):56―58.(in Chinese)
[8]
(茹继平),(杨娜),(杨庆山).翼缘削弱型钢框架梁柱节点的性能研究综述[J].(工程力学),2004,21(1):61―65.Ru Jiping,Yang Na,Yang Qingshan.A review on the seismic performance of steel moment connections with reduced beam sections [J].Engineering Mechanics,2004,21(1):61―65.(in Chinese)
(方有珍),(顾强),(申林),(马吉),(陆佳).薄钢板组合截面PEC柱(弱轴)滞回性能的试验研究[J].(建筑结构学报),2012,33(4):113―120.Fang Youzhen,Gu Qiang,Shen Lin,Ma Ji,Lu Jia.Hysteretic behavior of full scale partially encased composite columns (weak axis) fabricated with thin-walled built-up section [J].Journal of Building Structure,2012,33(4):113―120.(in Chinese)
[11]
(杨文侠),(方有珍),(顾强),(孙国华),(马吉).薄壁钢板组合截面PEC柱抗震性能的足尺试验研究[J].(工程力学),2012,29(8):108―115.Yang Wenxia,Fang Youzhen,Gu Qiang,Sun Guohua,Ma Ji.Seismic performance study of PEC columns fabricated with thin-walled built-up section by full scale [J].Engineering Mechanics,2012,29(8):108―115.
[12]
(FEMA 273,NEHRP commentary on the guidelines for the rehabilitation of buildings [S].Washington:Federal Emergency Management Agency,1996.
[13]
(GB 50011-2010,建筑抗震设计规范[S] (北京:中国建筑工业出版社,2010.
[14]
GB 50011-2010,Code for seismic design of buildings [S] (Beijing:China Architecture & Building Press,2010.(in Chinese)
[15]
Muise J.Behaviour of simple framing connections to partially concrete encased H section columns [D].Toronto,Canada:Department of Civil Engineering,University of Toronto,2000.
[16]
(施刚),(石永久),(李少甫),(王元清).多层钢框架半刚性端板连接的循环荷载试验研究[J].(建筑结构学报),2005,26(2):74―93.Shi Gang,Shi Yongjiu,Li Shaofu,Wang Yuanqing.Cyclic tests of semi-rigid end-plate connections in multi-story steel frame [J].Journal of Building Structure,2005,26(2):74―93.(in Chinese)
[17]
(石永久),(王萌),(王元清),(施刚).钢框架端板连接半刚性节点受力性能分析[J].(工程力学),2011,28(9):51―58.Shi Yongjiu,Wang Meng,Wang Yuanqing,Shi Gang.Analysis on the behavior of steel frame end-plate connections [J].Engineering Mechanics,2011,28(9):51―58.(in Chinese)
