Behaviour of double-sleeve TubeBolt moment connections in CFT columns under cyclic loading
Tài liệu tham khảo
Azizinamini, 2004, Moment connections to circular concrete-filled steel tube columns, J. Struct. Eng., 130, 213, 10.1061/(ASCE)0733-9445(2004)130:2(213)
Jeddi, 2017, Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: an experimental study, Eng. Struct., 131, 477, 10.1016/j.engstruct.2016.10.038
Li, 2020, Seismic performance of concrete-encased CFST column to steel beam joints with different connection details, Eng. Struct., 204, 10.1016/j.engstruct.2019.109875
Klippel, 1998, Recent design developments with blind mechanically operated bolt systems for use with hollow section steelwork, J. Constr. Steel Res., 1, 267, 10.1016/S0143-974X(98)00079-0
Barnett, 1999
Barnett, 2000, Development of a Blind Bolting System
Tizani, 2003
Agheshlui, 2011
Debnath, 2021, Tensile behaviour of headed anchored hollo-bolts in concrete filled hollow steel tube connections, Eng. Struct., 234, 10.1016/j.engstruct.2021.111982
Oktavianus, 2017, Cyclic behaviour of individual double headed anchored blind bolts within CFST, J. Constr. Steel Res., 133, 522, 10.1016/j.jcsr.2017.03.004
Lindapter, 2009, Type HB - hollo-bolt, 41
Wu, 2005, Seismic behavior of bolted beam-to-column connections for concrete filled steel tube, J. Constr. Steel Res., 61, 1387, 10.1016/j.jcsr.2005.03.007
Wu, 2007, Seismic behavior of bidirectional bolted connections for CFT columns and H-beams, Eng. Struct., 29, 395, 10.1016/j.engstruct.2006.05.007
Li, 2009, Seismic behavior of exterior connections with steel beams bolted to CFT columns, J. Constr. Steel Res., 65, 1438, 10.1016/j.jcsr.2009.03.009
Tao, 2017, Behaviour of bolted end-plate connections to concrete-filled steel columns, J. Constr. Steel Res., 134, 194, 10.1016/j.jcsr.2017.04.002
Wang, 2009, Behaviour of flush end plate joints to concrete-filled steel tubular columns, J. Constr. Steel Res., 65, 925, 10.1016/j.jcsr.2008.10.010
Wang, 2009, Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns, J. Constr. Steel Res., 65, 1644, 10.1016/j.jcsr.2008.12.008
Wang, 2013, Seismic response of extended end plate joints to concrete-filled steel tubular columns, Eng. Struct., 49, 876, 10.1016/j.engstruct.2013.01.001
Wang, 2017, Performance of circular CFST column to steel beam joints with blind bolts, J. Constr. Steel Res., 130, 36, 10.1016/j.jcsr.2016.11.026
Tizani, 2013, Rotational stiffness of a blind-bolted connection to concrete-filled tubes using modified hollo-bolt, J. Constr. Steel Res., 80, 317, 10.1016/j.jcsr.2012.09.024
Tizani, 2013, Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: an experimental investigation, Eng. Struct., 46, 535, 10.1016/j.engstruct.2012.08.020
Agheshlui, 2015, Tensile behaviour of anchored blind bolts in concrete filled square hollow sections, Mater. Struct., 49, 1511, 10.1617/s11527-015-0592-8
Agheshlui, 2015, Tensile behavior of groups of anchored blind bolts within concrete-filled Steel Square hollow sections, J. Struct. Eng., 142, 04015125, 10.1061/(ASCE)ST.1943-541X.0001388
Wang, 2016, Cyclic behaviour of novel blind bolted joints with different stiffening elements, Thin-Walled Struct., 101, 157, 10.1016/j.tws.2016.01.007
Pitrakkos, 2013, Experimental behaviour of a novel anchored blind-bolt in tension, Eng. Struct., 49, 905, 10.1016/j.engstruct.2012.12.023
Oktavianus, 2017, Group behavior of double-headed anchored blind bolts within concrete-filled circular hollow sections under cyclic loading, J. Struct. Eng., 143, 04017140, 10.1061/(ASCE)ST.1943-541X.0001882
Pokharel, 2016
Jeddi, 2018, Pull-out performance of a novel anchor blind bolt (TubeBolt) for beam to concrete-filled tubular (CFT) column bolted connections, Thin-Walled Struct., 124, 402, 10.1016/j.tws.2017.12.028
Wang, 2019, Seismic response investigation on CFDST column to steel beam blind-bolted connections, J. Constr. Steel Res., 161, 137, 10.1016/j.jcsr.2019.04.030
Liu, 2021, Seismic performance of blind-bolted joints for square steel tube columns under bending-shear, J. Constr. Steel Res., 176, 10.1016/j.jcsr.2020.106395
Wang, 2017, Cyclic behavior of endplate connections to tubular columns with novel slip-critical blind bolts, Eng. Struct., 148, 949, 10.1016/j.engstruct.2017.07.015
Wang, 2017, Cyclic testing of steel beam blind bolted to CFST column composite frames with SBTD concrete slabs, Eng. Struct., 148, 293, 10.1016/j.engstruct.2017.06.065
Guo, 2019, Experimental investigation and analytical modelling of blind bolted flush or extended end plate connections to circular CFDST columns, Eng. Struct., 192, 233, 10.1016/j.engstruct.2019.04.053
Wang, 2022, Seismic tests and nonlinear model of beam-CFDST column joints with blind fasteners, J. Build. Eng., 45
Li, 2021, New performance-based plastic design and evaluation of blind bolted end-plate CFT composite frames with BRBs, Eng. Struct., 232, 10.1016/j.engstruct.2020.111806
Liu, 2021, Cyclic behaviour of a novel steel beam-to-prefabricated CFST column connection with threaded sleeve bolts, Structures, 34, 615, 10.1016/j.istruc.2021.07.079
Wang, 2021, Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension, J. Constr. Steel Res., 178, 10.1016/j.jcsr.2020.106493
Sun, 2021, Experimental and theoretical modeling for predicting bending moment capacity of T-head square-neck one-side bolted endplate to tube column connection, J. Build. Eng., 43
Seismic, 2010
Committee, 2010
AISC/LRFD, 2004
ASCE, 2010, 60601
ASCE, 1994, Task committee on design criteria for composite structures in steel and concrete, guideline for design between steel beams and reinforced concrete columns, J. Struct. Eng. ASCE, 120
Choi, 2006, New approach to AISC – interaction curve for square concrete filled tube (CFT) beam–columns, Eng. Struct., 28, 1586, 10.1016/j.engstruct.2006.02.009
ACI 318-08, 2008
ASTM, 2012, vol. 1
ATC, 1992
Committee, 2007
2006, 635