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‘Influence of non-uniform abutment and pier movements on pounding responses of an isolated bridge structure’, Proceeding, 19th Australian Conference on the Mechanics of Structures and Materilas (19ACMSM) pp 269-274.
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‘Significance of Soft Valley Sediment in Altering Spatial Ground Motions and Bridge Relative Response’ JSCE Journal of Earthquake Engineering, Vol. 28, Paper 126 on CD-Rom.
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‘Reduction of train-induced building vibrations by using open and filled trenches’, Computers and Structures Vol. 83, Jan. pp. 11–24.
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‘Significance of Soft Local Site in altering the Non-uniform Ground Motions and the Building Response’, Al-Azhar University Engineering Journal, AUEJ, Vol. 8, No. 1, Jan., pp. 154-169
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‘Investigation of Pounding Responses of Bridge Girders over a Soft Sediment Valley’ Proceedings of the Third Egyptian Conference on Earthquake Engineering, EGYQUAKE3, Dec. 6-8,Cairo, Egypt, Paper No. 16., pp. 238-252.
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‘Consequence of Non-linear Soft Soil Behaviour on Ground Excitations and Building Responses’, Journal of the Faculty of Environmental Science and Technology, Okayama University, Japan, Special Edition, Nov., pp. 79-86.
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‘Investigation of Ground Vibrations in the Vicinity of A Train Track Embankment’, in “Wave propagation-Moving loads-Vibration Reduction”, Chouw & Schmid (Editors), A.A. Balkema Publishers Lisse, Tokyo, Japan, pp71-77.
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‘Seismic Response of R.C. Building Frames Subjected to Combined Horizontal and Vertical Excitations’, Engng. Research Journal, faculty of Engineering (Mattaria), Helwan University, Egypt, Vol. 82, Aug. pp. 59-75.
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‘Effect of Using Different Concrete Strengths for Columns and Beams on The Behaviour of Building Frames’, Proc. Of the 4th International Conference On Civil & Architecture Engineering, 4ICCAE, Military Technical College, Cairo, Egypt, May.
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‘Reduction of Train Induced Building Vibrations Using Open and In-filled Trench Barriers’, Proc. Of the 4th International Conference On Civil & Architecture Engineering, 4ICCAE, Military Technical College, Cairo, Egypt, May.
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‘Reduction Of Footing Response to Man-made Excitations by Using a Wave Impeding Barrier’, Journal of Applied Mechanics, JSCE, Japan, Vol. 4, Aug. pp. 423-431.
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‘Seismic Behavior of Beam-Column Connections in High Strength Concrete Building Frames’, Proc. Of 8th Arab Structural Engineering Conference (8ASEC), Cairo, Egypt, Oct. 21-23, paper No. C-3, pp.469-481.
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‘Investigation of Ground motions and Structural Responses in Near Field due to Incident Waves’, Proc. Of 12th World Conference on Earthq. Eng. (12WCEE 2000), Auckland New Zealand, January, paper No. 1313 (CD ROM).
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‘Two- and Three-dimensional Modelling of Half-Space and Train Track Embankment under Dynamic Loading’, Soil dynamics and Earthquake Engineering, Vol. 19, No. 8, Dec., Elsevier Science, UK., pp.559-573.
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"Behaviour of reinforced concrete infilled frames under cyclic loading", Ain Shams Journal of Civil Engineering, (ASJCE), Vol. 2, Sep., pp. 41-53.
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"REPAIR OF DISTRESSED RC BEAMS USING GLASS FIBER REINFORCED POLYESTER CONTAINING
DIFFERENT POWDERS", Al-Azhar University Engineering Journal, AUEJ, Vol. 16, No. 11, Nov., pp. ???-???
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"EXPERIMENTAL INVESTIGATION OF CONCRETE BEAMS
REINFORCED WITH GFRP BARS", International Journal of Civil Engineering and Technology (IJCIET),Vol. 5, No. 11, Nov., pp. 154-164.
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"STRENGTH AND BEHAVIOR OF INNOVATIVE
COMPOSITE COLUMNS", International Journal of Civil Engineering and Technology (IJCIET),Vol. 5, No. 11, Nov., pp. 125-145
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‘Two- and Three-dimensional Transient Responses of Half-Space under Dynamic Strip Loads and Train Track Loads’, Proc. Of 12th World Conference on Earthq. Eng. (12WCEE 2000), Auckland New Zealand, January, paper No. 568 (CD ROM).
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‘2D Nonlinear seismic ground analysis by FEM-BEM: The case of Kobe in the Hyogo-ken Nanbu earthquake’ Journal of Structural Mech. and Earthq. Eng., JSCE, No. 584/ I-42, Vol. 15 (1), pp. 19s-27s.
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‘Seismic wave amplification due to topography and Geology in Kobe during Hyogo-ken Nanbu earthquake’, Journal of Structural Mech. and Earthq. Eng., JSCE, No. 570/ I-40, Vol. 14 (2), pp. 129s-138s.
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‘Seismic wave amplification in Kobe during Hyogo-ken Nanbu earthquake’, Proc. of the 11th World Conf. on Earthq. Eng. (11WCEE), Mexico, Elsevier Science, Paper No. 1885.
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‘Soil amplification by topographies during Hyogo-ken Nanbu earthquake’, Proc. of the 23rd JSCE Earthq. Engng. Symp., July, Tokyo, Japan, pp. 245-248.
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‘Why the heaviest damages occurred in Kobe during the Hyogo-ken Nanbu Earthquake, Japan 1995’, in Brebbia, C.A. (ed.), The Kobe Earthquake: Geodynamical aspect, Computational Mech. Publications, Southampton, UK, pp. 39-58.
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‘Seismic response reduction of tunnel in alluvium site’, in Loo, C. Y. (ed.) Building for the 21st Century, Proc. of 5th East Asia-Pacific Conf. on Structural Eng. and Construction, EASEC-5, Australia, pp. 1443-1448.
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"Analytical and Experimental Flexural Behavior of Concrete Beams Reinforced with Glass Fiber Reinforced Polymers Bars", Construction and Building Materials, Vol. 84 (2015), Macrh., pp. 354-366.
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"Experimental and Analytical Shear Evaluation of Concrete Beams Reinforced with Glass Fiber Reinforced Polymers Bars", Construction and Building Materials, Vol. 102 (2016), Jan., pp. 574-591.
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SHEAR PERFORMANCE OF FIBER REINFORCED SELF COMPACTING CONCRETE DEEP BEAMS
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VARIATION OF SEISMIC RESPONSE OF MID-RISE RC BUILDINGS DUE TO SOIL STRUCTURE INTERACTION EFFECTS
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"Seismic Site Response Analysis of a Cairo Metro Tunnel"
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Assessment of Structural Condition of a Historic Masonry Minaret in Egypt
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Improvement of Punching Shear Strength of Reinforced Lightweight Concrete Flat Slab using Different Strengthening Techniques
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Analytical analysis of Light-weight Concrete slabs under punching Load
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Investigation on Fresh Properties of Engineered Cementitious Composites (ECC)
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Structural Behavior of High-Strength Concrete Slabs Reinforced with GFRP Bars
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NUMERICAL STUDY OF LIGHTWEIGHT CONCRETE BEAMS REINFORCED BY FIBERS AND SUBJECTED TO TORSION
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Flexural Performance of Steel Fiber Concrete Beams Reinforced with Hybrid Schemes
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Experimental and analytical study of high performance concrete beams reinforced with Basalt FRP bars
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