Naqash, M.T., et al. (2011) European versus American Practice for Seismic Design of Steel Moment Resisting Frames (MRFs). 23rd Italian Steel Conference, Lacco Ameno, 599-610.

has been cited by the following article:

• TITLE: Performance of Rigid Steel Frames under Adequate Soil Conditions Using Seismic Code Provisions

  AUTHORS: Muhammad Tayyab Naqash, Qazi Umar Farooq

  KEYWORDS: Eurocodes, AISC, ASCE, FEMA, Moment Resisting Frames, Seismic Resistance, Pushover Analysis

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.8 No.2, May 11, 2018

  ABSTRACT: This study is focused on?nonlinear analysis and design of?spatial and perimeter moment resisting frames for a 9-storeys?office building?having?9.15?m span.?Seismic?design criteria of Eurocode 8?Ductility Class High (DCH)?with behavior factor (q) of 6.5 and AISC/ASCE code,?Special Moment resisting Frame (SMF) with response modification factor (R) of 8 were employed.?The design outcomes?are?expressed in terms of frame performance?(non-linear analysis), section profiles?(code recommendations), strength-demand to capacity ratios, drift-demand to capacity?ratios and structural weight. The consequences of the research compare?two codes in term of weights and design performances.?This will aid professional engineers and researchers to select effective design criteria and capacity design rules?efficiently.