TY  - BOOK
AU  - Abdelrahman Sobhy Mohamed Eltanashy 
AU  - Emad Abdelrahman Marey , 
AU  - Walid Abdellatif Attia , 
TI  - Investegating the effect of bracing and  Number of bays on the value of response  modification factor / 
PY  - 2017///
CY  - Cairo : 
PB  - Abdelrahman Sobhy Mohamed Eltanashy , 
KW  - Dual system
KW  - Nonlinear static analysis
KW  - Response modification factor
N1  - Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering; Issued also as CD
N2  - This research involves the parametric study of 2D braced and un-braced  reinforced concrete moment resisting frames to study the effect of position,  number of bracing and number of bays through inspecting the value of response  modification factor which calculating by operating nonlinear static pushover  analysis. The results of nonlinear static pushover analysis are presented in One  parameter changing based on number of storeys for models which changing in  number of storeys are configured for each group of frames as 3, 5, 7, 9, 11, and  13-storey with equal number of bays and One parameter changing based on  number of bays for 13 storey models to study the effect of X-bracing position and  number of bays, Knowing that the gross moment of inertia was taken into account  for all models. Vertical and lateral loads were assigned on all systems based on  Egyptian code provisions ECP-201 (2012) and all elements were designed according  to ECP-203 (2007). SAP2000 Version 14.2 software program utilized to create both  linear static analysis and nonlinear static analysis to perform pushover curve which is  idealized to obtain response modification factor of each system. This study involves  sixty reinforced concrete braced and unbraced frames which classified the models  into three main groups
ER  -