[1] Krawinkler, H. and Seneviratna, G.D.P.K. (1998) Pros. and Cons. of a Pushover Analysis of Seismic Performance Evaluation. Engineering Structures, 20, 452-464.
[2] Maske, A.A., Maske, N.A. and Shiras, P.P. (2014) Pushover Analysis of Reinforced Concrete Frame Structures: A Case Study. Civil Engineering, Assistant Professor, Nagpur Institute of Technology, India.
[3] Bhagure, G.S. (2016) Analytical Study on Performance Evaluation of Multi-Story RC Building by Direct Displacement Approach. Department of Structural Engineering, Government College of Engineering, Aurangabad, India.
[4] Igarashi, S. and Maeda, M. (2012) Evaluation of Seismic Reparability Limit State of R/C Frame Structure Based on the Damage of Columns and Beams. Proceedings of 15th WCEE, Lisbon, Portugal.
[5] ECP-201 (2012) Egyptian Code of Practice for Calculation of Loads and Forces in Structures and Buildings. National Housing and Building Research Center, Cairo.
[6] Egyptian Society of Earthquake Engineering (ESEE) (1988) Regulations for Earthquake-Resistance Design of Buildings in Egypt, Cairo.
[7] Hakim, R., Alama, M. and Ashour, S. (2014) Seismic Assessment of an RC Building Using Pushover Analysis building. King Abdul-Aziz University, Jeddah, Saudi Arabia.
[8] FEMA 356 (2000) Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency, Washington DC.
[9] ECP-203 (2007) Egyptian Code for Design and Construction of Reinforced Concrete Structures. National Housing and Building Research Center.
[10] Computers and Structures, Inc. (2014) SAP2000 Advanced 14.0.0. Static and Dynamic Finite Element Analysis of Structures. CSI, Berkeley, CA.
[11] Autodesk, Inc. (2014) Autocad, 2D and 3D Drawings, U.S.A.
[12] Sugimoto, K., Nagahara, K., Kashiwase, T., Ichikawa, K., Eto, H. and Kawabata, T. (2004) Performance Evaluation Method for Reinforced Concrete Buildings. Proceedings of 13th WCEE, Vancouver, Canada, 1-6 August 2004.
[13] Personal Communication with Al Esh Office for General Contracting and Repairing of Structures.