![]() ![]() The factors affecting the results obtained according to two different standards are the amount of vertical load, the effective stiffness of the reinforced concrete elements and the plastic hinges properties. ![]() As a result of the capacity curves obtained according to TBDY 2018, the amount of base shear and peak displacement obtained at performance points were obtained more than ASCE 41-17. The ASCE/SEI Standards Committee on Seismic Rehabilitation just recently completed the ballot process for the new edition of ASCE 41. ![]() It is based on information in the original. This Second Edition supersedes the original edition of NIST GCR 09-917-3, published in June 2009. As a result of the analysis carried out, capacity curves were obtained according to two different standards. the ASCE 41 seismic rehabilitation standard committee, and a member of subcommittees of the ASCE 7 seismic design standard. In this study, BKTS-1, 2 and 3 reinforced concrete buildings were analyzed with ETABS 19-0.2 program by pushover analysis methods. The effective parameters of plastic hinge properties of reinforced concrete elements are plastic hinge length and transverse reinforcement spacing. In this study, four-span, 3, 5, and 7-storey shear wall-framed building is considered and the results of the analysis are compared. In this study, pushover analysis was carried out by ASCE 41-17 and TBDY 2018 having default plastic hinge properties and considering the plastic hinge properties and damage limits of the nonlinear elements calculated by the user, respectively. ![]()
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