Effect of reinforcement ratio on force reduction factor of RC frames /
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
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