Nakashima M, Clusilp P. A partial view of Japanese post-Kobe seismic design and construction practices[J]. Earthquake Engineering and Engineering Seismology, 2003, 4(1):3-13.
[2]
Wang J F, Han L H, Uy B. Behaviour of flush end plate joints to concrete-filled steel tubular columns[J]. Journal of Constructional Steel Research, 2009, 65: 925-939.
[3]
Wang J F, Han L H, Uy B. Hysteretic behavior of flush end plate joints to CFST columns[J]. Journal of Constructional Steel Research., 2009, 65, 1644-1663.
[4]
蒋 志. 端板型薄壁钢管混凝土组合框架节点的滞回性能试验与理论研究[D]. 合肥: 合肥工业大学, 2012. JIANG Zhi.Hysteretic experiments and theory of endplate composite joints to concreter filled thin-walled steel tubular columns[D].Hefei:Hefei University of Technology,2012.(in Chinese)
[5]
聂建国, 黄 远. 考虑楼板组合作用的方钢管混凝土组合框架受力性能试验研究[J]. 建筑结构学报, 2011, 32(3):99-108. NIE Jianguo,HUANG Yuan. Experimental study on load-bearing behavior of rectangular CFST frame considering composite action of floor slab[J]. Journal of Building Structures, 2011, 32(3):99-108. (in Chinese)
[6]
何文辉. 高强螺栓端板连接钢梁-方钢管混凝土框架结构抗震性能研究[J]. 建筑结构学报, 2009, 30(4): 18-29. HE Wenhui.Seismic behavior of high-strength bolted end-plate connected composite steel beam and square concrete filled steel tube column frames [J]. Journal of Building Structures, 2009, 30(4):18-29. (in Chinese)
[7]
Loh H Y, Uy B, Bradford M A. The effects of partial shear connection in composite flush end plate joints: Part I-experimental study[J]. Journal of Constructional Steel Research,2006, 62:378-390.
[8]
王静峰, 龚旭东, 姜涛, 李国强. 钢管混凝土柱与组合梁端板连接的抗震试验研究[J].土木工程学报, 2013,46(11):44-53. WANG Jingfeng, GONG Xudong, JIANG Tao, LI Guoqiang. Seismic experimental study on endplate connections between CFST external columns and composite beams[J]. China Civil Engineering Journal, 2013,46(11): 44-53.(in Chinese)
