Experimental Study on Seismic Performance of Joint in Panelised Modular Steel Structure
WANG Hao1, ZHAO Xin1,2, MA Guo-wei1,2,3
1. School of Civil & Transportation Engineering, Hebei University of Technology, Tianjin 300401, China; 2. Tianjin Key Laboratory of Prefabricated Building and Intelligent Construction, Tianjin 300401, China; 3. Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401, China.
WANG Hao, ZHAO Xin, MA Guo-wei. Experimental Study on Seismic Performance of Joint in Panelised Modular Steel Structure[J]. Journal of Northeastern University(Natural Science), 2022, 43(10): 1484-1491.
[1]Thai H T,Tuan N,Brain U.A review on modular construction for high-rise buildings [J].Structures,2020,28:1265-1290. [2]Luo F J,Bai Y.Progressive collapse analysis and structural robustness of steel-framed modular buildings[J].Engineering Failure Analysis,2019,104:643-656. [3]Chen Z H,Liu J D,Yu Y J,et al.Experimental study of an innovative modular steel building connection [J].Journal of Constructional Steel Research,2017,139:69-82. [4]Ferdous W,Bai Y,Ngo T D,et al.New advancements,challenges and opportunities of multi-storey modular buildings—a state-of-the-art review [J].Engineering Structures,2019,183:883-893. [5]Liu X C,Cui F Y,Zhan X X,et al.Seismic performance of bolted connection of H-beam to HSS-column with web end-plate[J].Journal of Constructional Steel Research,2019,156(5):167-181. [6]Liu X C,Yang Z W,Wang H X,et al.Seismic performance of H-section beam to HSS column connection in prefabricated structures[J].Journal of Constructional Steel Research,2017,138(11):1-16. [7]刘学春,浦双辉,徐阿新,等.模块化装配式多高层钢结构全螺栓连接节点静力及抗震性能试验研究[J].建筑结构学报,2015,36(12):43-51.(Liu Xue-chun,Pu Shuang-hui,Xu A-xin,et al.Experimental study on static and seismic performance of bolted joint in modularized multi-layer and high-rise prefabricated steel structures[J].Journal of Building Structures,2015,36(12):43-51.) [8]Liu X C,He X N,Wang H X,et al.Bending-shear performance of column-to-column bolted-flange connections in prefabricated multi-high-rise steel structures[J].Journal of Constructional Steel Research,2018,145(6):28-48. [9]杨松森,王燕,马强强.装配式外套筒-加强式外伸端板组件梁柱连接节点抗震性能试验研究[J].土木工程学报,2017,50(11):76-86.(Yang Song-sen,Wang Yan,Ma Qiang-qiang.Experimental study on seismic behavior of prefabricated outer sleeve-overhang plate joint between column and beam[J].China Civil Engineering Journal,2017,50(11):76-86.) [10]王燕,马强强,杨松森.装配式钢结构梁柱套筒组合螺栓连接节点力学性能研究[J].天津大学学报(自然科学与工程技术版),2016,49(sup1):73-79.(Wang Yan,Ma Qiang-qiang,Yang Song-sen.Mechanical properties of beam-column connection joints using inner sleeve composite bolts in fabricated steel structure[J].Journal of Tianjin University(Science and Technology),2016,49(sup1):73-79.) [11]张艳霞,武丙龙,张爱林,等.箱形柱芯筒式双法兰连接平面框架试验研究[J].建筑结构学报,2019,693:1-16.(Zhang Yan-xia,Wu Bing-long,Zhang Ai-lin,et al.Experimental study on the plane frame with box column connection by core tube and double flange[J].Journal of Building Structures,2019,693:1-16.) [12]张艳霞,侯兆新,张爱林,等.箱形钢柱螺栓连接节点试验研究.[J].钢结构(中英文),2021,36(1):34-49.(Zhang Yan-xia,Hou Zhao-xin,Zhang Ai-lin,et al.Experimental study of box-shaped steel column bolted connection.[J].Steel Construction(Chinese & English),2021,36(1):34-49.) [13]Azizi N A,Ghasemi M R,Shabakhty N,et al.Design of a novel prefabricated bolted i-beam to box-column connection using numerical analysis under cyclic load[J].International Journal of Steel Structures,2019,19(5):1431-1445. [14]Chen Z H,Niu X Y,Liu J D,et al.Seismic study on an innovative fully-bolted beam-column joint in prefabricated modular steel buildings[J].Engineering Structures,2021,234:111875. [15]刘康,李国强,孙建运,等.方钢管柱内套筒柱-柱螺栓拼接节点受力性能试验研究[J].建筑结构学报,2018,39(10):112-121.(Liu Kang,Li Guo-qiang,Sun Jian-yun,et al.Experimental study on load-bearing capacity of square steel tube bolted splice joints with inner sleeve[J].Journal of Building Structures,2018,39(10):112-121.) [16]ANSI/AISC 341-16.Seismic provisions for structural steel buildings[S].Chicago:American Institute of Steel Construction,2016. [17]陈学森,施刚,王喆,等.箱形柱-工形梁端板连接节点试验研究[J].建筑结构学报,2017,38(8):113-123.(Chen Xue-sen,Shi Gang,Wang Zhe,et al.Experimental study of end-plate connections between box-section columns and I-section beams[J].Journal of Building Structures,2017,38(8):113-123.)