Investigate of damage index of coupled steel plate shear walls (C-SPSW) system under seismic loading

Structures - Tập 28 - Trang 614-625 - 2020
Mahdi Usefvand1, Ahmad Maleki1, Babak Alinejad2
1Department of Civil Engineering, Maragheh Branch, Islamic Azad University, Maragheh, Iran
2Department of Civil Engineering, Maragheh University, Maragheh, Iran

Tài liệu tham khảo

Astaneh-Asl, 2001

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)

Park, 2007, Framed steel plate wall behavior under cyclic lateral loading, J Struct Eng, 133, 378, 10.1061/(ASCE)0733-9445(2007)133:3(378)

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)

Tromposch EW, Kulak GL. Cyclic and static behavior of thin panel steel plate shear walls. Structural Engineering Report, Rep. No. 145; 1987.

Driver RG, Kulak GL, Kennedy DJL, Elwi AE. Seismic behavior of steel plate shear walls. Structural Engineering, Rep. No. 215; 1997.

Vian, 2009, Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation, J Struct Eng, 135, 211, 10.1061/(ASCE)0733-9445(2009)135:3(211)

Wang, 2015, Experimental and numerical study of unstiffened steel plate shear wall structures, J Constr Steel Res, 112, 373, 10.1016/j.jcsr.2015.05.002

Gorji Azandariani, 2020, Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading, Eng Struct, 203, 10.1016/j.engstruct.2019.109866

Elgaaly, 1993, Postbuckling behavior of steel-plate shear walls under cyclic loads, J Struct Eng, 119, 588, 10.1061/(ASCE)0733-9445(1993)119:2(588)

Driver, 1998, FE and simplified models of steel plate shear wall, J Struct Eng, 124, 121, 10.1061/(ASCE)0733-9445(1998)124:2(121)

Rezai, 1999

Behbahani-Fard MR. Cyclic behavior of unstiffened steel plate shear walls. Ph.D. Dissertation, University of Alberta; 2003.

Verma, 2018, Seismic behaviour of steel plate shear wall systems with staggered web configurations, Earthq Eng Struct Dyn, 47, 660, 10.1002/eqe.2984

Verma A, Sahoo DR. Seismic design procedure for staggered steel plate shear wall. Geotech. Geol. Earthq. Eng., vol. 47, Springer Netherlands; 2019, p. 81–94. https://doi.org/10.1007/978-3-319-78187-7_7.

Verma, 2017, 11.43: Seismic performance of staggered steel plate shear wall systems in high rise buildings, Ce/Papers, 1, 3181, 10.1002/cepa.371

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

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

Farahbakhshtooli, 2019, Seismic collapse assessment of stiffened steel plate shear walls using FEMA P695 methodology, Eng Struct, 200, 10.1016/j.engstruct.2019.109714

Jiang, 2020, Macroscopic modelling of steel frames equipped with bolt-connected reinforced concrete panel wall, Eng Struct, 213, 10.1016/j.engstruct.2020.110549

Jiang, 2020, Seismic life-cycle cost assessment of steel frames equipped with steel panel walls, Eng Struct, 211, 10.1016/j.engstruct.2020.110399

Li, 2012, Cyclic test of a coupled steel plate shear wall substructure, Earthq Eng Struct Dyn, 41, 1277, 10.1002/eqe.1180

Borello, 2013, Seismic design and analysis of steel plate shear walls with coupling, J Struct Eng (United States), 139, 1263, 10.1061/(ASCE)ST.1943-541X.0000576

Mohebkhah, 2020, Shear resistance of retrofitted castellated link beams: numerical and limit analysis approaches, Eng Struct, 203, 10.1016/j.engstruct.2019.109864

Okazaki, 2005, Experimental study of local buckling, overstrength, and fracture of links in eccentrically braced frames, J Struct Eng, 131, 1526, 10.1061/(ASCE)0733-9445(2005)131:10(1526)

AISC 341-16. AISC Committee, Seismic Provisions for Structural Steel Buildings. America; 2016.

ABAQUS-6.8-1. standard user’s manual. Hibbitt, Karlsson and Sorensen, Inc. vols. 1, and 3. Version 6.8-1. USA; 2008.

Dubina, 2014, Experimental evaluation of dual frame structures with thin-walled steel panels, Thin-Wall Struct, 78, 57, 10.1016/j.tws.2014.01.001

Colombo, 2005, A damage index of generalised applicability, Eng Struct, 27, 1164, 10.1016/j.engstruct.2005.02.014

Krawinkler, 1983, Cumulative damage in steel structures subjected to earthquake ground motions, Comput Struct, 16, 531, 10.1016/0045-7949(83)90193-1

Park, 1985, Seismic damage analysis of reinforced concrete buildings, J Struct Eng, 111, 740, 10.1061/(ASCE)0733-9445(1985)111:4(740)

Roufaiel, 1987, Reliability of concrete frames damaged by earthquakes, J Struct Eng, 113, 445, 10.1061/(ASCE)0733-9445(1987)113:3(445)

Powell, 1988, Seismic damage prediction by deterministic methods: concepts and procedures, Earthq Eng Struct Dyn, 16, 719, 10.1002/eqe.4290160507

Ghobarah, 1999, Response-based damage assessment of structures, Earthq Eng Struct Dyn, 28, 79, 10.1002/(SICI)1096-9845(199901)28:1<79::AID-EQE805>3.0.CO;2-J

Vision2000 S. Performance-based seismic engineering. Structural Engineers Association of California, Sacramento, CA; 1995.

ATC-40. Seismic evaluation and retrofit of concrete buildings; 1996.

FEMA 273-274. Federal Emergency Management Agency, NEHRP Guidelines and Commentary for the Seismic Rehabilitation of Buildings. Washington, DC; n.d.

FEMA 356. Federal Emergency Management Agency, Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Washington, DC, USA; 2000.

Newmark, 1974

Sordo, 1989, The Mexico earthquake of September 19, 1985—Ductility and resistance requirements imposed on a concrete building, Earthq Spectra, 5, 41, 10.1193/1.1585510

Park, 1985, Mechanistic seismic damage model for reinforced concrete, J Struct Eng, 111, 722, 10.1061/(ASCE)0733-9445(1985)111:4(722)

Castiglioni, 2009, Failure criteria and cumulative damage models for steel components under cyclic loading, J Constr Steel Res, 65, 751, 10.1016/j.jcsr.2008.12.007

AISC. Steel design guide 20, steel plate shear walls. Chicago (IL); 2007.

CAN/CSA-S16-09. Limits States Design of Steel Structures. Rexdale, Ontario, Canada, Canadian Standards Association; 2009.

IS2800. Iranian Code of Practice for Seismic Resistant Design of Buildings, Standard No. 2800. Tehran, Iran; 2014.

FEMA P695. Quantification of building seismic performance factors. Washington, D.C.: Technical Report P695, Applied Technology Council for the Federal Emergency Management Agency; 2009.