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Finite Element Modelling of Circular Base Plate Connections , Ain Shams Journal of Civil Engineering, Accepted for Publication
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Concrete Members with FRP Bars under Transverse Thermal Loading , Ain Shams Journal of Civil Engineering, Vol. 2, pp.205-215
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Design Model for Circular Base Plates under Bending Moment , Ain Shams Journal of Civil Engineering, Vol.43, No. 1, pp. 121-138
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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
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‘Optimum Design of Steel Telecommunication Poles Using Genetic Algorithms’, The Canadian Journal of Civil Engineering, Vol. 34, pp. 1567-1576
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‘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
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‘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
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‘A Simplified Method for Seismic Analysis of Lattice Telecommunication Towers’, The Canadian Journal of Civil Engineering, Vol.27, No. 3, pp. 533-542
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‘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
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Earthquake Amplification Factors for Selfsupporting Telecommunication Towers’, The Canadian Journal of Civil Engineering, Vol. 26, No. 2, pp. 208-215
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‘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
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Seismic Analysis of Lattice Towers – Literature Review’,Structural Engineering Report No. 97-9, Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Canada
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‘Optimum Design of Transmission Towers by Optimality Criteria Method’, El Azhar University Journal, Vol. 15, No. 1, pp. 60-86
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‘Analysis of Latticed Towers for Their Minimum Weight’, El Azhar University Journal, Vol. 15, No.1, pp. 41-59
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Design of Circular Flange Plates Subjected to Tension Loads - Yield Line Approach
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Numerical analysis of steel beams strengthened with prestressed CFRP laminate
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Performance of Steel Beams Strengthened with Prestressed CFRP Laminate
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Interfacial Stresses of Steel Beams Strengthened with Prestressed CFRP Laminate and Mechanical Anchorage
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CFRP strengthening of steel I-beam against local web buckling: A numerical analysis
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Flexure Behaviour of Strengthened Steel Poles
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Design of steel transmission pole base plates using yield line method
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