Ahmed Muhammed Aboulfetouh Hagag

Effect of reinforcement ratio on force reduction factor of RC frames / تأثير نسب التسليح فى معامل التخفيض الزلزالى للإطارات الخرسانية Ahmed Muhammed Aboulfetouh Hagag ; Supervised Osman M. Osman Ramadan , Nayer Ahmed Elesnawy - Cairo : Ahmed Muhammed Aboulfetouh Hagag , 2012 - 189 P. : charts ; 30cm

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Earthquake design codes use the inclastic design response spectrum to assess the force and deformation demands imposed by earthquake ground motions on structures. The inclastic design response spectrum is roughly equal to the corresponding elastic design response spectra divided by the response modification factor R



Design spectrum Nonlinear static pushover analyses Response modification factor