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Number of publications : 21
Finite Element Modelling of Circular Base Plate Connections , Ain Shams Journal of Civil Engineering, Accepted for Publication Concrete Members with FRP Bars under Transverse Thermal Loading , Ain Shams Journal of Civil Engineering, Vol. 2, pp.205-215 Design Model for Circular Base Plates under Bending Moment , Ain Shams Journal of Civil Engineering, Vol.43, No. 1, pp. 121-138 A Study in the Behaviour of Circular Base Plates under Bending Moment , Proceedings of the Twelfth International Colloquium on Structural and Geotechnical Engineering, Cairo, Egypt,pp. 1190-1198 ‘Optimum Design of Steel Telecommunication Poles Using Genetic Algorithms’, The Canadian Journal of Civil Engineering, Vol. 34, pp. 1567-1576 ‘Cracking of Concrete Cover Due to Temperature in Members Reinforced With Glass FRP Bars’, Orally Presented at the 32nd Annual Conference of the Canadian Society for Civil Engineering ‘Seismic Behavior of Steel Lattice Telecommunication Towers’, Proceedings of the International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA – 2000), Montreal, Quebec,Canada, pp.335-337 ‘A Simplified Method for Seismic Analysis of Lattice Telecommunication Towers’, The Canadian Journal of Civil Engineering, Vol.27, No. 3, pp. 533-542 ‘Seismic Design of Lattice Telecommunication Towers: Research, Codes and Practices’, Proceedings of the 8th Canadian Conference on Earthquake Engineering, Vancouver, British Columbia, Canada, pp.627-632 Earthquake Amplification Factors for Selfsupporting Telecommunication Towers’, The Canadian Journal of Civil Engineering, Vol. 26, No. 2, pp. 208-215 ‘A Quasi-static Method for Seismic Analysis of Self-supporting Latticed Telecommunication Towers’, Proceedings of the 25th Annual Conference of the Canadian Society for Civil Engineering, Sherbrooke, Quebec,Canada, Vol. 6, pp. 327-336 Seismic Analysis of Lattice Towers – Literature Review’,Structural Engineering Report No. 97-9, Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Canada ‘Optimum Design of Transmission Towers by Optimality Criteria Method’, El Azhar University Journal, Vol. 15, No. 1, pp. 60-86 ‘Analysis of Latticed Towers for Their Minimum Weight’, El Azhar University Journal, Vol. 15, No.1, pp. 41-59 Design of Circular Flange Plates Subjected to Tension Loads - Yield Line Approach Numerical analysis of steel beams strengthened with prestressed CFRP laminate Performance of Steel Beams Strengthened with Prestressed CFRP Laminate Interfacial Stresses of Steel Beams Strengthened with Prestressed CFRP Laminate and Mechanical Anchorage CFRP strengthening of steel I-beam against local web buckling: A numerical analysis Flexure Behaviour of Strengthened Steel Poles Design of steel transmission pole base plates using yield line method
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