Effect of span length on progressive collapse behaviour of steel moment resisting frames

Structures - Tập 3 - Trang 81-89 - 2015
Farshad Hashemi Rezvani1, Amir Mohammad Yousefi2, Hamid Reza Ronagh1
1School of Civil Engineering, The University of Queensland, Brisbane, Australia
2Department of Civil Engineering, Faculty of Engineering, Lorestan University, Lorestan, Iran

Tài liệu tham khảo

American Society of Civil Engineers, 2005 National Institute of Standard and Technology (NIST), 2007 U.S. General Service Administration (U.S. GSA), 2003 Unified Facilities Criteria (UFC), 2009 Liu, 2010, Preventing progressive collapse through strengthening beam-to-column connection, part 1: theoretical analysis, J Constr Steel Res, 66, 229, 10.1016/j.jcsr.2009.09.006 Park, 2010, Fragility analysis of steel moment frames with various seismic connections subjected to sudden loss of a column, Eng Struct, 32, 1547, 10.1016/j.engstruct.2010.02.003 Kim, 2009, Assessment of progressive collapse-resisting capacity of steel moment frames, J Constr Steel Res, 65, 169, 10.1016/j.jcsr.2008.03.020 Khandelwal, 2009, Progressive collapse analysis of seismically designed steel braced frames, J Constr Steel Res, 65, 699, 10.1016/j.jcsr.2008.02.007 Kim, 2009, Development of integrated system for progressive collapse analysis of building structures considering dynamic effect, Adv Eng Softw, 40, 1, 10.1016/j.advengsoft.2008.03.011 Fu, 2009, Progressive collapse analysis of high-rise building with 3-D finite element modeling method, J Constr Steel Res, 65, 1269, 10.1016/j.jcsr.2009.02.001 Kim, 2011, Progressive collapse resisting capacity of braced frames, Struct Des Tall Spec Build, 20, 257, 10.1002/tal.574 Asgarian, 2012, Progressive collapse analysis of concentrically braced frames through EPCA algorithm, J Constr Steel Res, 70, 127, 10.1016/j.jcsr.2011.10.022 Chen, 2012, Experimental study on the progressive collapse resistance of a two-story steel moment frame, J Perform Constr Facil, 26, 567, 10.1061/(ASCE)CF.1943-5509.0000287 Chen, 2012, Strengthening of horizontal bracing on progressive collapse resistance of multistory steel moment frame, J Perform Constr Facil, 26, 720, 10.1061/(ASCE)CF.1943-5509.0000261 Gerasimidis, 2013, Analytical assessment of steel frames progressive collapse vulnerability to corner column loss, J Constr Steel Res, 95, 1, 10.1016/j.jcsr.2013.11.012 Tavakoli, 2013, Evaluation of progressive collapse potential of multi-story moment resisting steel frame buildings under lateral loading, Sci Iran, 20, 77 Hosseini, 2014, Studying the vulnerability of steel moment resistant frames subjected to progressive collapse, Indian J Sci Technol, 7, 335 Yousefi, 2014, Vulnerability assessment of progressive collapse of steel moment resistant frames, Trends Appl Sci Res, 9, 450, 10.3923/tasr.2014.450.460 American Society of Civil Engineers, 2006 Mazzoni, 2007 Asgarian, 2010, Seismic performance evaluation of steel moment frames through incremental dynamic analysis, J Constr Steel Res, 65, 178, 10.1016/j.jcsr.2009.09.001 Hashemi Rezvani, 2012, Element loss analysis of concentrically braced frames considering structural performance criteria, Steel Compos Struct, 12, 231, 10.12989/scs.2012.12.3.231 Hashemi Rezvani, 2014, Effect of seismic design level on safety against progressive collapse of concentrically braced frames, Steel Compos Struct, 16, 135, 10.12989/scs.2014.16.2.135