EVALUATION OF CURRENT EGYPTIAN CODE ON SEISMIC BEHAVIOR OF MULTI-STOREY BUILDINGS
Mohamed, M., Abdel Sayed, F., Abdel Reheem, S., Farghly, A., Mohamed, A. (2013). EVALUATION OF CURRENT EGYPTIAN CODE ON SEISMIC BEHAVIOR OF MULTI-STOREY BUILDINGS. EKB Journal Management System, 41(No 5), 1743-1752. doi: 10.21608/jesaun.2013.114903
M. N. Mohamed; F.K Abdel Sayed; Shehata. E. Abdel Reheem; Ahmed Abdel Reheem Farghly; Ashraf A. Mohamed. "EVALUATION OF CURRENT EGYPTIAN CODE ON SEISMIC BEHAVIOR OF MULTI-STOREY BUILDINGS". EKB Journal Management System, 41, No 5, 2013, 1743-1752. doi: 10.21608/jesaun.2013.114903
Mohamed, M., Abdel Sayed, F., Abdel Reheem, S., Farghly, A., Mohamed, A. (2013). 'EVALUATION OF CURRENT EGYPTIAN CODE ON SEISMIC BEHAVIOR OF MULTI-STOREY BUILDINGS', EKB Journal Management System, 41(No 5), pp. 1743-1752. doi: 10.21608/jesaun.2013.114903
Mohamed, M., Abdel Sayed, F., Abdel Reheem, S., Farghly, A., Mohamed, A. EVALUATION OF CURRENT EGYPTIAN CODE ON SEISMIC BEHAVIOR OF MULTI-STOREY BUILDINGS. EKB Journal Management System, 2013; 41(No 5): 1743-1752. doi: 10.21608/jesaun.2013.114903

EVALUATION OF CURRENT EGYPTIAN CODE ON SEISMIC BEHAVIOR OF MULTI-STOREY BUILDINGS

JES. Journal of Engineering Sciences
Article 1, Volume 41, No 5, September and October 2013, Page 1743-1752  XML PDF (305.32 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2013.114903
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Authors
M. N. Mohamed* 1; F.K Abdel Sayed2; Shehata. E. Abdel Reheem2; Ahmed Abdel Reheem Farghly3; Ashraf A. Mohamed2
1Technical Marketing Manager, CEMEX Company
2Civil Eng. Dep., Faculty of Engineering, Assiut University, Assiut, Egypt.
3Civil and Architectural Constructions Dep. Industrial Education College, Sohag University, Sohag, Egypt
Abstract
This research presents an investigation through a numerical study on the effect of two parameters; stiffness of columns and number of stories on both base shear force and top displacement of buildings. In this study, two dimensional models were used with varying number of stories (6, 12, 20 and 30) and varying column cross sections. The results proved that these two parameters have significant impact on both base shear and top displacements. Results show a difference between actual seismic behavior and the resulted seismic behavior from traditional code method, which reflects on economic designs of such structures.
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