Seismic performance of buckling-restrained reduced beam section connection for steel frames

Miller, 1998, Lessons learned from the Northridge earthquake, Eng. Struct., 20, 249, 10.1016/S0141-0296(97)00031-X Mahin, 1998, Lessons from damage to steel buildings during the Northridge earthquake, Eng. Struct., 20, 261, 10.1016/S0141-0296(97)00032-1 Engelhardt, 1999, The 1999 T. R. Higgins Lecture: design of reduced beam section moment connections Nakashima, 1998, Classification of damage of steel buildings observed in the 1995 Hyogoken-Nanbu earthquake, Eng. Struct., 20, 271, 10.1016/S0141-0296(97)00019-9 Ru, 2004, A review on the seismic performance of steel moment connections with reduced beam sections, Eng. Mech., 21, 61 Plumier, 1990, New idea for safe structures in seismic zones, 431 Plumier, 1997, The dogbone: back to the future, Eng. J., 34, 61 Jones, 2002, Experimental evaluation of cyclically loaded reduced beam section moment connections, J. Struct. Eng., 128, 441, 10.1061/(ASCE)0733-9445(2002)128:4(441) Chen, 1996, Ductile steel beam-to-column connections for seismic resistance, J. Struct. Eng., 122, 1292, 10.1061/(ASCE)0733-9445(1996)122:11(1292) Engelhardt, 2000 Lee, 2005, Effect of panel zone strength and beam web connection method on seismic performance of reduced beam steel moment connections, J. Struct. Eng., 131, 1854, 10.1061/(ASCE)0733-9445(2005)131:12(1854) Zhang, 2006, Experimental evaluation of reduced beam section connections to deep columns, J. Struct. Eng., 132, 346, 10.1061/(ASCE)0733-9445(2006)132:3(346) Li, 2017, Cyclic behavior of composite joints with reduced beam sections, Eng. Struct., 136, 329, 10.1016/j.engstruct.2017.01.025 Jin, 2005, Seismic performance of steel frames with reduced beam section connections, J. Constr. Steel Res., 61, 453, 10.1016/j.jcsr.2004.10.006 Wang, 2016, Experimental study on seismic behavior of space steel frame with reduced beam section connections, J. Build. Struct., 37, 192 Yu, 2008 Uang, 2001, Cyclic stability criteria for steel moment connections with reduced beam section, J. Struct. Eng., 127, 1021, 10.1061/(ASCE)0733-9445(2001)127:9(1021) Tabar, 2005, Instability of beams with reduced beam section moment connections emphasizing the effect of column panel zone, J. Constr. Steel Res., 61, 1475, 10.1016/j.jcsr.2005.05.006 Chi, 2002, Cyclic response and design recommendations of reduced beam section moment connections with deep column, J. Struct. Eng., 128, 464, 10.1061/(ASCE)0733-9445(2002)128:4(464) Sophianopoulos, 2011, Paremeters affecting response and design of steel moment frame reduced beam section connections: an overview, Int. J. Steel Struct., 11, 133, 10.1007/s13296-011-2003-5 ASCE, 2017 Xie, 2018, Experimental study on low-cycle fatigue performance of weld-free buckling-restrained braces, J. Earthq. Eng., 22, 1392, 10.1080/13632469.2017.1286622 Xie, 2020, Influence of the core-restrainer clearance on the mechanical performance of sandwich buckling-restrained braces, Adv. Steel Constr., 16, 37 Nakashima, 2002, Lateral instability and lateral bracing of steel beams subjected to cyclic loading, J. Struct. Eng., 128, 1308, 10.1061/(ASCE)0733-9445(2002)128:10(1308) AISC, 2016 Li, 2009, Local buckling of RBS beams subjected to cyclic loading, J. Struct. Eng., 135, 1491, 10.1061/(ASCE)ST.1943-541X.0000073 Li, 2013, Experimental study on performance of dogbone moment connections considering local buckling, Prog. Steel Build. Struct., 15, 6 Deylami, 2013, Promotion of cyclic behavior of reduced beam section connections restraining beam web to local buckling, Thin-Walled Struct., 73, 112, 10.1016/j.tws.2013.07.013 Rahnavard, 2015, Analytical study on new types of reduced beam section moment connections affecting cyclic behavior, Case Stud. Struct. Eng., 3, 33, 10.1016/j.csse.2015.03.001 Hassanipour, 2015, Numerical investigation on reduced beam web section moment connections under the effect of cyclic loading, J. Multidiscip. Eng. Sci. Technol. (JMEST), 2, 2054 Hosseini, 2020, Numerical study of steel rigid collar connection affecting cyclic loading, Eng. Struct., 208, 110314, 10.1016/j.engstruct.2020.110314 Morshedi, 2017, Double reduced beam section connection, J. Constr. Steel Res., 138, 283, 10.1016/j.jcsr.2017.07.013 Mirghaderi, 2010, Seismic performance of the accordion-web RBS connection, J. Constr. Steel Res., 66, 277, 10.1016/j.jcsr.2009.09.007 Saleh, 2016, Cyclic testing of tubular web RBS connections in deep beams, J. Constr. Steel Res., 117, 214, 10.1016/j.jcsr.2015.10.020 Wu, 2012, Restrained buckling behavior of core component in buckling-restrained braces, Adv. Steel Constr., 8, 212 Rahnavard, 2018, Investigating modeling approaches of buckling-restrained braces under cyclic loads, Case Stud. Constr. Mater., 8, 476 Naghavi, 2019, Numerical evaluation of the hysteretic behavior of concentrically braced frames and buckling restrained brace frame systems, J. Build. Eng., 22, 415, 10.1016/j.jobe.2018.12.023 Hoveidae, 2015, Numerical investigation of seismic behavior of short-core all-steel buckling restrained braces, J. Constr. Steel Res., 114, 89, 10.1016/j.jcsr.2015.06.005 Pandikkadavath, 2016, Analytical investigation on cyclic response of buckling-restrained braces with short yielding core segments, Int. J. Steel Struct., 16, 1273, 10.1007/s13296-016-0083-y Takeuchi, 2015, Seismic performance of controlled spine frames with energy-dissipating members, J. Constr. Steel Res., 114, 51, 10.1016/j.jcsr.2015.07.002 Blebo, 2015 Tremblay, 2004, An innovative bracing configuration for improved seismic response 1984 Guo, 2010, Behavior and application of buckling-restrained braces assembled with section steels, Build. Struct., 40, 30 Guo, 2017, A new shuttle-shaped buckling-restrained brace. Theoretical study on buckling behavior and load resistance, Eng. Struct., 147, 223, 10.1016/j.engstruct.2017.05.033 Huang, 2013 Jia, 2010, Stability behavior and ductility performance analysis of buckling-restrained braces, J. Build. Struct., 31, 76 National Standards of the People'’s Republic of China, GB/50017-2017, 2017 AISC, 2010 National Standards of the People's Republic of China, GB/T2975-2018, 2018 Industry Standards of the People'’s Republic of China, JGJ101-96, 1996 AISC, 2016 Nethercot, 1998, Unified classification system for beam-to-column connections, J. Constr. Steel Res., 45, 39, 10.1016/S0143-974X(97)00064-3 Wang, 2016, Cyclic behavior of novel blind bolted joints with different stiffening elements, Thin-Walled Struct., 101, 157, 10.1016/j.tws.2016.01.007 BSI, 2005 BSI, 2005 Dehghani, 2017, Fatigue failure of 350WT steel under large-strain seismic loading at room and subfreezing temperatures, Constr. Build. Mater., 145, 602, 10.1016/j.conbuildmat.2017.03.183 Shi, 2012, Experimental study of structural steel constitutive relationship under cyclic loading, J. Build. Mater., 15, 293