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Results:
1-16
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Results: 16
Authors:
ELDAMATTY AA
KOROL RM
MIRZA FA
Citation: Aa. Eldamatty et al., STABILITY OF IMPERFECT STEEL CONICAL TANKS UNDER HYDROSTATIC LOADING, Journal of structural engineering, 123(6), 1997, pp. 703-712
Authors:
TABSH SW
MOURAD S
KOROL RM
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
Authors:
ELDAMATTY AA
KOROL RM
MIRZA FA
Citation: Aa. Eldamatty et al., STABILITY OF ELEVATED LIQUID-FILLED CONICAL TANKS UNDER SEISMIC LOADING .1. THEORY, Earthquake engineering & structural dynamics, 26(12), 1997, pp. 1191-1208
Authors:
ELDAMATTY AA
KOROL RM
MIRZA FA
Citation: Aa. Eldamatty et al., STABILITY OF ELEVATED LIQUID-FILLED CONICAL TANKS UNDER SEISMIC LOADING .2. APPLICATIONS, Earthquake engineering & structural dynamics, 26(12), 1997, pp. 1209-1229
Authors:
ELDAMATTY AA
KOROL RM
MIRZA FA
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
Authors:
KOROL RM
Citation: Rm. Korol, SHEAR LAG IN SLOTTED HSS TENSION MEMBERS, Canadian journal of civil engineering, 23(6), 1996, pp. 1350-1354
Authors:
MOURAD S
KOROL RM
GHOBARAH A
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
Authors:
GHOBARAH A
MOURAD S
KOROL RM
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
Authors:
DAALI ML
KOROL RM
Citation: Ml. Daali et Rm. Korol, ADEQUATE DUCTILITY IN STEEL BEAMS UNDER EARTHQUAKE-TYPE LOADING, Engineering structures, 18(2), 1996, pp. 179-189
Authors:
DAALI ML
KOROL RM
Citation: Ml. Daali et Rm. Korol, LOW-CYCLE FATIGUE DAMAGE ASSESSMENT IN STEEL BEAMS, Structural engineering and mechanics, 3(4), 1995, pp. 341-358
Authors:
KOROL RM
DAALI ML
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
Authors:
DAALI ML
KOROL RM
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
Authors:
MOURAD S
GHOBARAH A
KOROL RM
Citation: S. Mourad et al., DYNAMIC-RESPONSE OF HOLLOW SECTION FRAMES WITH BOLTED MOMENT CONNECTIONS, Engineering structures, 17(10), 1995, pp. 737-748
Authors:
OSMAN A
GHOBARAH A
KOROL RM
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
Authors:
DAALI ML
KOROL RM
Citation: Ml. Daali et Rm. Korol, LOCAL BUCKLING RULES FOR ROTATION CAPACITY, Engineering journal, 31(2), 1994, pp. 41-47
Authors:
KOROL RM
GHOBARAH A
MOURAD S
Citation: Rm. Korol et al., BLIND BOLTING W-SHAPE BEAMS TO HSS COLUMNS, Journal of structural engineering, 119(12), 1993, pp. 3463-3481
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