Experimental study of earthquake-resilient prefabricated beam-column steel joint with L-shaped plate
Tài liệu tham khảo
Zhang, 2017, Design theory of earthquake-resilient prefabricated sinusoidal corrugated web beam-column joint, Eng. Struct., 150, 665, 10.1016/j.engstruct.2017.07.088
Liu, 2017, Seismic performance of H-section beam to HSS column connection in prefabricated structures, J. Constr. Steel Res., 138, 1, 10.1016/j.jcsr.2017.06.029
Miller, 1998, Lessons learned from the Northridge earthquake, Eng. Struct., 20, 249, 10.1016/S0141-0296(97)00031-X
Nakashima, 1998, Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake, Eng. Struct., 20, 271, 10.1016/S0141-0296(97)00019-9
Astaneh-Asl, 1997, Seismic design of steel column-tree moment-resisting frames
Oh, 2014, Cyclic testing of steel column-tree moment connections with weakened beam splices, Int. J. Steel Struct., 14, 471, 10.1007/s13296-014-3004-y
Oh, 2015, Seismic performance evaluation of weak axis column-tree moment connections with reduced beam section, J. Constr. Steel Res., 105, 28, 10.1016/j.jcsr.2014.10.005
Paul, 1998, Design of steel MRF connections before and after 1994 Northridge earthquake, Eng. Struct., 20, 1030, 10.1016/S0141-0296(97)00200-9
Zhang, 2020, Low cycle reciprocating tests of earthquake-resilient prefabricated column-flange beam-column joints with different connection forms, J. Constr. Steel Res., 164, 10.1016/j.jcsr.2019.105771
Jiang, 2019, Cyclic testing of replaceable damper: earthquake-resilient prefabricated column-flange beam-column joint, Eng. Struct., 183, 922, 10.1016/j.engstruct.2019.01.060
Jiang, 2019, Design theory of earthquake-resilient prefabricated beam-column steel joint with double flange cover plates, Eng. Struct.
Jiang, 2020, Cyclic loading tests of earthquake-resilient prefabricated cross joint with single FCP, J. Constr. Steel Res., 164, 105752, 10.1016/j.jcsr.2019.105752
Liu, 2017, Performance analysis and design of bolted connections in modularized prefabricated steel structures, J. Constr. Steel Res., 133, 360, 10.1016/j.jcsr.2017.02.025
Ma, 2009, Seismic performance testing study on high strength bolt connections with slotted holes, J. Build Struct., 30, 101
Mou, 2018, Numerical evaluation on shear behavior of irregular steel beam-to-CFST column connections, J. Constr. Steel Res., 148, 422, 10.1016/j.jcsr.2018.06.002
Mou, 2018, Experimental investigation on unequal-depth-beams to column joint with t-shape connector, Eng. Struct., 174, 663, 10.1016/j.engstruct.2018.05.010
Lu, 2011, New concept of structural seismic design: earthquake resilient structures, J. Tongji Univ., 39, 941
Lu, 2013, Experimental study on seismic behavior of “fuse” of replaceable coupling beam, J. Tongji Univ., 41
Farsi, 2016, Experimental study of a replaceable steel coupling beam with an end-plate connection, J. Constr. Steel Res., 122, 138, 10.1016/j.jcsr.2016.03.018
Calado, 2013, Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames, J. Constr. Steel Res., 85, 151, 10.1016/j.jcsr.2013.02.016
Calado, 2013, Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames, Steel Compos. Struct., 14, 547, 10.12989/scs.2013.14.6.547
Oh, 2009, Seismic performance of steel structures with slit dampers, Eng. Struct., 31, 1997, 10.1016/j.engstruct.2009.03.003
Chen, 2016, Experimental study on cyclic behavior of cast steel connectors for beam-to-column joints, Adv. Struct. Eng., 19, 1677, 10.1177/1369433216649379
Fang, 2017, Self-centring behaviour of steel and steel-concrete composite connections equipped with NiTi SMA bolts, Eng. Struct., 150, 390, 10.1016/j.engstruct.2017.07.067
Fang, 2014, Cyclic performance of extended end-plate connections equipped with shape memory alloy bolts, J. Constr. Steel Res., 94, 122, 10.1016/j.jcsr.2013.11.008
He, 2018, Experimental evaluation of replaceable energy dissipation connection for moment-resisting composite steel frames, J. Struct. Eng., 144, 10.1061/(ASCE)ST.1943-541X.0002028
Zhang, 2019, Experimental study of earthquake-resilient prefabricated steel beam-column joints with different connection forms, Eng. Struct., 187, 299, 10.1016/j.engstruct.2019.02.071
GB/T 700–-2006, 2006
GB/T228.1, 2010
ANSI/AISC 341-10, 2010
FEMA 350, 2000
Yao, 2004
Guo, 2003, 342
ABAQUS, 2010
GB50017, 2003
