A. Ghobarah, Performance-based design in earthquake engineering: state of development, Engineering structures, 23(8) (2001) 878-884.
 M. Movasat, Behavior of Hollow-Core Two-Way Flat Slab with Slender Type Void Former under Gravity Loads Using Full-Scale Experimental Test and Analytical Modeling, Building Engineering & Housing Science, 13(24) (2020) 31-42 (in Persian).
 V. Sharma, M.K. Shrimali, S.D. Bharti, T.K. Datta, Behavior of semi-rigid steel frames under near-and far-field earthquakes, Steel and Composite Structures, 34(5) (2020) 625-641.
 E.M. Hassan, S. Admuthe, H. Mahmoud, Response of semi-rigid steel frames to sequential earthquakes, Journal of Constructional Steel Research, 173 (2020) 106272.
 H. Shakib, S.D. Joghan, M. Pirizadeh, A.M. Musavi, Seismic rehabilitation of semi-rigid steel framed buildings—A case study, Journal of Constructional Steel Research, 67(6) (2011) 1042-1049.
 M. Razavi, M. Sheidaii, Seismic performance of cable zipper-braced frames, Journal of constructional steel research, 74 (2012) 49-57.
 S.N.A. Saruddin, F.M. Nazri, Fragility curves for low-and mid-rise buildings in Malaysia, Procedia Engineering, 125 (2015) 873-878.
 A. Kiani, B. Mansouri, A.S. Moghadam, Fragility curves for typical steel frames with semi-rigid saddle connections, Journal of Constructional Steel Research, 118 (2016) 231-242.
 L. Hofer, P. Zampieri, M.A. Zanini, F. Faleschini, C. Pellegrino, Seismic damage survey and empirical fragility curves for churches after the August 24, 2016 Central Italy earthquake, Soil Dynamics and Earthquake Engineering, 111 (2018) 98-109.
 S. No, 2800 “Iranian Code of Practice for Seismic Resistant Design of Buildings”, Third Revision, Building and Housing Research Center, Tehran, (2005) (in Persian).
 H.a.U.D. Committe, National Building Regulations of Iran, 6th Chapter: Loading on structures, 2015 (in Persian).
 H.a.U.D. Committe, National Building Regulations of Iran, 10th Chapter: Specification for steel structures design, 2015 (in Persian).
 V. Etabs, Ultimate, Integrated Software for Structural Analysis &Design, Computers and Structures Inc, (2019).
 A. Committee, Specification for structural steel buildings (ANSI/AISC 360-10), American Institute of Steel Construction, Chicago-Illinois, (2010).
 F.N.I.o.B. Sciences, HAZUS‐MH MR1, Multi‐hazard Loss Estimation Methodology Earthquake Model, in, 2003.
 M. Sekulovic, R. Salatic, Nonlinear analysis of frames with flexible connections, Computers & Structures, 79(11) (2001) 1097-1107.
 F. McKenna, OpenSees: a framework for earthquake engineering simulation, Computing in Science & Engineering, 13(4) (2011) 58-66.