Citation: Aa. Eldamatty et al., STABILITY OF IMPERFECT STEEL CONICAL TANKS UNDER HYDROSTATIC LOADING, Journal of structural engineering, 123(6), 1997, pp. 703-712
Citation: Sw. Tabsh et al., STRUCTURAL SAFETY OF ULTRA-TWIST BLIND FASTENERS IN TENSION, Canadian journal of civil engineering, 24(2), 1997, pp. 211-217
Citation: Aa. Eldamatty et al., LARGE-DISPLACEMENT EXTENSION OF CONSISTENT SHELL ELEMENT FOR STATIC AND DYNAMIC ANALYSIS, Computers & structures, 62(6), 1997, pp. 943-960
Citation: S. Mourad et al., DESIGN OF EXTENDED END-PLATE CONNECTIONS FOR HOLLOW SECTION COLUMNS, Canadian journal of civil engineering, 23(1), 1996, pp. 277-286
Citation: A. Ghobarah et al., MOMENT-ROTATION RELATIONSHIP OF BLIND BOLTED CONNECTIONS FOR HSS COLUMNS, Journal of constructional steel research, 40(1), 1996, pp. 63-91
Citation: Rm. Korol et Ml. Daali, CYCLIC BEHAVIOR OF LOCALLY WEB-STIFFENED W-SHAPE BEAMS, Canadian journal of civil engineering, 22(1), 1995, pp. 121-134
Citation: Ml. Daali et Rm. Korol, PREDICTION OF LOCAL BUCKLING AND ROTATION CAPACITY AT MAXIMUM MOMENT, Journal of constructional steel research, 32(1), 1995, pp. 1-13
Citation: S. Mourad et al., DYNAMIC-RESPONSE OF HOLLOW SECTION FRAMES WITH BOLTED MOMENT CONNECTIONS, Engineering structures, 17(10), 1995, pp. 737-748
Citation: A. Osman et al., IMPLICATIONS OF DESIGN PHILOSOPHIES FOR SEISMIC RESPONSE OF STEEL MOMENT FRAMES, Earthquake engineering & structural dynamics, 24(1), 1995, pp. 127-143