TY  - BOOK
AU  - Amira Elyamany Ali Mohamed
AU  - Wael Mohamed Khalil Eldegwy , 
AU  - Walid Abdellatif Attia , 
TI  - Evaluation of seismic response modification factor of reinforced concrete frames  in the Egyptian code based on nonlinear static analysis / 
PY  - 2016///
CY  - Cairo : 
PB  - Amira Elyamany Ali Mohamed , 
KW  - Ductility factor
KW  - Overstrength factor
KW  - Response modification factor
N1  - Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering; Issued also as CD
N2  - The objective of the thesis is discussing the values of response modification factor (R) for ordinary reinforced concrete frames in the Egyptian Code of Practice ECP-201(2012). The studied frames were divided into 4 groups and changing some factors. Also, comparative study between the ECP-201(2012) and other codes were held. It was found that R factor increases with decreasing number of stories and the fundamental period of vibration. In addition, R factor decreases with decreasing number of bays. The listed values of R factor in the ECP-201(2012) are conservative values and can be increased
UR  - http://172.23.153.220/th.pdf
ER  -