Behavior of columns of steel plate shear walls with beam-connected web plates
Tài liệu tham khảo
Caccese, 1993, Experimental study of thin steel plate shear walls under cyclic load, J Struct Eng, 119, 573, 10.1061/(ASCE)0733-9445(1993)119:2(573)
Elgaaly, 1998, Thin steel plate shear walls behavior and analysis, Thin-Walled Struct, 32, 151, 10.1016/S0263-8231(98)00031-7
Lubell, 2000, Unstiffened steel plate shear wall performance under cyclic loading, J Struct Eng, 126, 453, 10.1061/(ASCE)0733-9445(2000)126:4(453)
Roberts, 1992, Hysteretic characteristics of unstiffened perforated steel plate shear panels, Thin-Walled Struct, 14, 139, 10.1016/0263-8231(92)90047-Z
Thorburn, 1983
Basler, 1961
Gholipour, 2016, Behavior of multi-story code-designed steel plate shear wall structures regarding bay width, J Constr Steel Res, 122, 40, 10.1016/j.jcsr.2016.01.020
Berman, 2011, Seismic behavior of code designed steel plate shear walls, Eng Struct, 33, 230, 10.1016/j.engstruct.2010.10.015
Berman, 2008, Capacity design of vertical boundary elements in steel plate shear walls, Eng J, AISC, 45, 55
Qu, 2010, Behavior of vertical boundary elements in steel plate shear walls, AISC Eng J, 47, 109
Verma, 2017, Estimation of lateral force contribution of boundary elements in steel plate shear wall systems, Earthq Eng Struct Dyn, 46, 1081, 10.1002/eqe.2845
Yu, 2018, Performance of steel plate shear walls with axially loaded vertical boundary elements, Thin-Walled Struct, 125, 152, 10.1016/j.tws.2018.01.021
Jahanpour, 2011, Evaluation of ultimate capacity of semi-supported steel shear walls, J Constr Steel Res, 67, 1022, 10.1016/j.jcsr.2011.01.007
M. Xue, Behavior of steel shear wall panels and frame-wall systems (Ph.D. Dissertation), Lehigh University, 1995.
Vatansever, 2011, Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections, Steel Compos Struct, 11, 251, 10.12989/scs.2011.11.3.251
Guo, 2011, Behavior of steel plate shear wall connected to frame beams only, Int J Steel Struct, 11, 467, 10.1007/s13296-011-4006-7
Choi, 2009, Steel plate shear walls with various infill plate designs, J Struct Eng, 135, 785, 10.1061/(ASCE)0733-9445(2009)135:7(785)
Clayton, 2015, Seismic performance of self-centering steel plate shear walls with beam-only-connected web plates, J Constr Steel Res, 106, 198, 10.1016/j.jcsr.2014.12.017
Ozcelik, 2017, Strip model for steel plate shear walls with beam-connected web plates, Eng Struct, 136, 369, 10.1016/j.engstruct.2017.01.051
Ozcelik, 2018, Seismic design and performance of SPSWs with beam-connected web plates, J Constr Steel Res, 142, 55, 10.1016/j.jcsr.2017.12.004
Y. Ozcelik, P.M. Clayton, Seismis performance of SPSWs with beam-connected web plates designed for low-seismic regions, in: Proc. 16th Eur. Conf. Earthq. Eng., Thessaloniki, Greece, 2018.
State of art report on systems performance of steel moment frames subject to earthquake ground shaking, FEMA 355C, Federal Emergency Management Agency (FEMA), Washington D.C., 2000.
AISC, ANSI/AISC 341-10 Seismic provisions for structural steel buildings, American Institute for Steel Construction (AISC), Chicago, IL, 2010.
S. Mazzoni, F. Mckenna, M.H. Scott, G.L. Fenves, OpenSees command language manual, 2006.
AISC, ANSI/AISC 360-10 Specification for structural steel buildings, American Institute for Steel Construction (AISC), Chicago, IL, 2010.
ABAQUS, ABAQUS version 6.10 documentation, Simulia, 2010.
Stoakes, 2016, Strong-axis stability of wide flange steel columns in the presence of weak-axis flexure, J Struct Eng, 142, 1, 10.1061/(ASCE)ST.1943-541X.0001448
Y. Ozcelik, P.M. Clayton, Effect of flexural demands in the leaner columns on the column buckling strength, in: Proc. 11th Natl. Conf. Earthq. Eng., Los Angeles, CA, 2018.
Huber, 1958
Chen, 2007, Theory of beam-columns. Volume 1: In-plane behavior and design, J Ross Publ
P. Somerville, N. Smith, S. Punyamurthula, J. Sun, Development of ground motion time histories for Phase 2 of the FEMA/SAC Steel Project, SAC Background Document, Report No. SAC/BD-97/04, 1997.
Newell, 2008, Cyclic behavior of steel wide-flange columns subjected to large drift, J Struct Eng, 134, 1334, 10.1061/(ASCE)0733-9445(2008)134:8(1334)