Citation: | SHI Xiaona, RONG Xian, HAO Guiqiang, QI Jianwei, ZHANG Jianxin. Experimental Research on Seismic Performances of Bolt-Welded Hybrid Joints for Concrete-Filled Square Steel Tube Columns with Steel Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 169-174,239. doi: 10.13204/j.gyjzG22052717 |
[1] |
AHMADI M M, MIRGHADERI S R. Experimental studies on through-plate moment connection for beam to HSS/CFT column[J]. Journal of Constructional Steel Research, 2019, 161:154-170.
|
[2] |
邓芃,王来,刘艳,等.方钢管混凝土柱与钢梁全螺栓节点抗震性能试验研究[J].建筑结构学报, 2016, 37(7):19-28.
|
[3] |
张爱林,孙勇,刘学春,等.方钢管混凝土柱-H形钢梁螺栓连接节点受力性能试验研究[J].建筑结构学报, 2017,38(11):68-77.
|
[4] |
陈志华,高悦,于越,等.矩形钢管混凝土柱-H型钢梁下栓上焊隔板贯通节点抗震性能试验研究[J].建筑钢结构进展, 2018, 22(4):42-49.
|
[5] |
QIN Y, CHEN Z H, WANG X D. Experimental investigation of new internal-diaphragm connections to CFT columns under cyclic loading[J]. Journal of Constructional Steel Research, 2014, 98(7):35-44.
|
[6] |
徐桂根,聂建国.方钢管混凝土柱内隔板贯通式节点核心区抗震性能的试验研究[J].土木工程学报, 2011, 44(8):25-32.
|
[7] |
陈志华,苗纪奎.方钢管混凝土柱-H型钢梁外肋环板节点研究[J].工业建筑, 2005,35(10):61-63
,78.
|
[8] |
BAI Y, WANG S, MOU B, et al. Bi-directional seismic behavior of steel beam-column connections with outer annular stiffener[J/OL]. Engineering Structures, 2021, 227(4)[2022-05-27] .https://doi.org/10.1016/j.engstruct.2020.111443.
|
[9] |
YU Y J, CHEN Z H, WANG X D. Effect of column flange flexibility on WF-beam to rectangular CFT column connections[J]. Journal of Constructional Steel Research, 2015, 106:184-197.
|
[10] |
LI BY, YANG YL, CHEN YOHCHIA-FRANK, et al. Behavior of connections between square CFST columns and H-section steel beams[J]. Journal of Constructional Steel Research, 2018, 145:10-27.
|
[11] |
ZHANG B X, YUAN H T, XIA C X, et al. Seismic behavior of thread-fixed one-side bolted endplate connection of steel beam to hollow square column[J/OL]. Journal of Building Engineering.2021,43(2021-04-29)[2022-05-27] .https//doi.org/10.1016/j.jobe.2021.102557.
|
[12] |
American Institute of Steel Construction (AISC). Seismic Provisions for Structural Steel Buildings:ANSI/AISC 341-10[S]. Chicago:AISC,2010.
|
1. | 刘晓,贺海阳,杨佳,回彦川,王杰. 高强钢管混凝土的耐火极限. 沈阳大学学报(自然科学版). 2023(03): 254-260 . ![]() |