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Results: 1-25/33
Authors:
RAOOF M
ZHANG S
Citation: M. Raoof et S. Zhang, AN INSIGHT INTO THE STRUCTURAL BEHAVIOR OF REINFORCED-CONCRETE BEAMS WITH EXTERNALLY BONDED PLATES (VOL 122, PG 477, 1997), Proceedings of the Institution of Civil Engineers. Structures and buildings, 128(1), 1998, pp. 101-101
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, PREDICTION OF COUPLED AXIAL TORSIONAL STIFFNESS COEFFICIENTS OF LOCKED-COIL ROPES/, Computers & structures, 69(3), 1998, pp. 305-319
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, DETERMINATION OF WIRE RECOVERY LENGTH IN STEEL CABLES AND ITS PRACTICAL APPLICATIONS, Computers & structures, 68(5), 1998, pp. 445-459
Authors:
RAOOF M
ZHANG S
Citation: M. Raoof et S. Zhang, AN INSIGHT INTO THE STRUCTURAL BEHAVIOR OF REINFORCED-CONCRETE BEAMS WITH EXTERNALLY BONDED PLATES, Proceedings of the Institution of Civil Engineers. Structures and buildings, 122(4), 1997, pp. 477-492
Authors:
ZHANG S
RAOOF M
WOOD LA
Citation: S. Zhang et al., PREDICTION OF PEELING FAILURE OF REINFORCED-CONCRETE BEAMS WITH EXTERNALLY BONDED PLATES, Proceedings of the Institution of Civil Engineers. Structures and buildings, 122(4), 1997, pp. 493-496
Authors:
RAOOF M
LIN Z
Citation: M. Raoof et Z. Lin, STRUCTURAL CHARACTERISTICS OF RC BEAMS WITH EXPOSED MAIN STEEL, Proceedings of the Institution of Civil Engineers. Structures and buildings, 122(1), 1997, pp. 35-51
Authors:
LIN Z
RAOOF M
WOOD LA
Citation: Z. Lin et al., NONLINEAR ISOPARAMETRIC FINITE-STRIP METHOD, Proceedings of the Institution of Civil Engineers. Structures and buildings, 122(1), 1997, pp. 52-68
Authors:
ALANI M
RAOOF M
Citation: M. Alani et M. Raoof, EFFECT OF MEAN AXIAL LOAD ON AXIAL FATIGUE LIFE OF SPIRAL STRANDS, International journal of fatigue, 19(1), 1997, pp. 1-11
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, PREDICTION OF AXIAL HYSTERESIS IN LOCKED COIL ROPES, Journal of strain analysis for engineering design, 31(5), 1996, pp. 341-351
Authors:
HOBBS RE
RAOOF M
Citation: Re. Hobbs et M. Raoof, BEHAVIOR OF CABLES UNDER DYNAMIC OR REPEATED LOADING, Journal of constructional steel research, 39(1), 1996, pp. 31-50
Authors:
ZHANG S
RAOOF M
WOOD LA
Citation: S. Zhang et al., PREDICTION OF PEELING FAILURE OF REINFORCED-CONCRETE BEAMS WITH EXTERNALLY BONDED STEEL PLATES, Proceedings of the Institution of Civil Engineers. Structures and buildings, 110(3), 1995, pp. 257-268
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, RECOVERY LENGTH IN MULTILAYERED SPIRAL STRANDS, Journal of engineering mechanics, 121(7), 1995, pp. 795-800
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, ANALYSIS OF LARGE-DIAMETER STEEL ROPES, Journal of engineering mechanics, 121(6), 1995, pp. 667-675
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, CHARACTERISTICS OF FIBER-CORE WIRE ROPE, Journal of strain analysis for engineering design, 30(3), 1995, pp. 217-226
Authors:
LIN ZH
RAOOF M
Citation: Zh. Lin et M. Raoof, APPLICATION OF NONLINEAR FINITE STRIP TECHNIQUE TO CONCRETE DEEP BEAMS, Engineering structures, 17(10), 1995, pp. 725-736
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, SIMPLE DERIVATION OF THE STIFFNESS MATRIX FOR AXIAL TORSIONAL COUPLING OF SPIRAL STRANDS, Computers & structures, 55(4), 1995, pp. 589-600
Authors:
ZHANG S
RAOOF M
Citation: S. Zhang et M. Raoof, PREDICTION OF THE BEHAVIOR OF RC BEAMS WITH EXPOSED REINFORCEMENT, Magazine of Concrete Research, 47(173), 1995, pp. 335-344
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, AXIAL TORSIONAL COUPLING OF SHEATHED SPIRAL STRANDS IN DEEP-WATER APPLICATIONS, Proceedings of the Institution of Civil Engineers. Structures and buildings, 104(4), 1994, pp. 377-390
Authors:
CAIRNS J
ZHAO Z
EYRE JR
NOKHASTEH MA
LIN Z
RAOOF M
SMITH DN
Citation: J. Cairns et al., BEHAVIOR OF CONCRETE BEAMS WITH EXPOSED REINFORCEMENT, Proceedings of the Institution of Civil Engineers. Structures and buildings, 104(3), 1994, pp. 351-355
Authors:
LIN Z
RAOOF M
BANGASH MYH
Citation: Z. Lin et al., A SIMPLE BIAXIAL TANGENT CONSTITUTIVE MODEL FOR CONCRETE UNDER STATICMONOTONIC LOADING ONLY, Proceedings of the Institution of Civil Engineers. Structures and buildings, 104(3), 1994, pp. 361-361
Authors:
RAOOF M
Citation: M. Raoof, ESTIMATION OF DAMPING RATIO OF CABLE-STAYED BRIDGES FOR SEISMIC DESIGN - DISCUSSION, Journal of structural engineering, 120(8), 1994, pp. 2548-2550
Authors:
RAOOF M
KRAINCANIC I
Citation: M. Raoof et I. Kraincanic, CRITICAL-EXAMINATION OF VARIOUS APPROACHES USED FOR ANALYZING HELICALCABLES, Journal of strain analysis for engineering design, 29(1), 1994, pp. 43-55
Authors:
RAOOF M
HOBBS RE
Citation: M. Raoof et Re. Hobbs, ANALYSIS OF AXIAL FATIGUE DATA FOR WIRE ROPES, International journal of fatigue, 16(7), 1994, pp. 493-501
Authors:
HOBBS RE
RAOOF M
Citation: Re. Hobbs et M. Raoof, MECHANISM OF FRETTING FATIGUE IN STEEL CABLES, International journal of fatigue, 16(4), 1994, pp. 273-280
Authors:
LIN ZH
RAOOF M
Citation: Zh. Lin et M. Raoof, ISOPARAMETRIC FINITE STRIP ELEMENT, Computers & structures, 53(4), 1994, pp. 1015-1022