.... Instn Civ. Engrs Structs & Bldgs, 1997, 122, Feb., 52 68 Paper 10952 Written discussion closes 15 April 1997 Z. Lin, Research Associate, School of Construction, South Bank University, London M. Raoof, Professor of Structural Engineering, Department of Civil and Building Engineering, Loughborough...

...S ZHANG; M RAOOF; L A WOOD © Thomas Telford and ICE 1995 SOUTH BANK UNIVERSITY LOUGHBOROUGH TECHNOLOGY UNIVERSITY CONCRETE REINFORCED BEAMS FAILURES PEELING PREDICTION PLATES STEEL BONDED EXTERNALLY PREMATURE GLUING SOFFITS MODELS MECHANISMS TESTS CRITICAL AXIAL...

...M RAOOF; I KRAINCANIC © Thomas Telford and ICE 1994 LOUGHBOROUGH TECHNOLOGY UNIVERSITY SOUTH BANK UNIVERSITY OFFSHORE WATER DEEP DEEP WATER AXIAL TORSIONAL COUPLING SHEATHS SPIRAL STRANDS PLATFORMS CABLES STIFFNESS COEFFICIENTS STRUCTURES STEEL MOORINGS THEORY...

...J CAIRNS; Z ZHAO; J R EYRE; M A NOKHASTEH; Z LIN; M RAOOF; D N SMITH © Thomas Telford and ICE 1994 UNIVERSITY COLLEGE LONDON SOUTH BANK UNIVERSITY CONCRETE BEAMS BEHAVIOUR EXPOSED REINFORCEMENT EXPERIMENTS DATA PERFORMANCE FLEXURAL REINFORCED DEBONDED STRENGTH DAMAGE...

..., Jan., 76-95. © Thomas Telford and ICE 1993 SOUTH BANK UNIVERSITY IMPERIAL COLLEGE BRISTOL UNIVERSITY DEPARTMENT OF TRANSPORT WELSH OFFICE ACER REDPATH DORMAN LONG ...

...Z LIN; M RAOOF © Thomas Telford and ICE 1993 SOUTH BANK UNIVERSITY CONCRETE STRUCTURES NON LINEAR FINITE STRIP TECHNIQUES METHODS MODELS LATERAL STRIP BEAMS CONTINUOUS BOUNDARIES CONDITIONS ELASTIC ANALYSIS DISPLACEMENT FUNCTIONS REINFORCEMENT STIFFNESS MATRIX...

...M RAOOF; YU PING HUANG; Y P HUANG; K D PITHIA © Thomas Telford and ICE 1993 SOUTH BANK UNIVERSITY LOADS STRANDS SPIRAL AXIAL TORSIONAL COUPLING IMPACT LOADING CLOSED FORM SOLUTIONS PRELOADED CABLES Axial-torsional couplingof spiral strands under impact loading ROCIn.stn...

...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1993 SOUTH BANK UNIVERSITY CABLES STEEL LATERAL VIBRATIONS STRUCTURAL DAMPING PREDICTION STRANDS RATIOS VORTEX SHEDDING BEHAVIOUR SPIRAL FREE BENDING ENERGY DISSIPATION DYNAMIC ANALYSIS Lateral...

... Student, School ofArchitecture and Civil Engineering, South Bank University, London M.Raoof, Bridon Reader, School of Architecture and Civil Engineering, South Bunk University,London 49 LIN AND RAOOF 0 in which azpis thepeak stress in direction 2. Its magnitude may be obtained byway of concrete biaxial...

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...M RAOOF; Y P HUANG; YU PING HUANG © Thomas Telford and ICE 1992 SOUTH BANK UNIVERSITY FREE BENDING CHARACTERISTICS AXIAL PRELOADED SPIRAL STRANDS PLANE SECTIONS STIFFNESS TRANSITION CURVATURE UPPER BOUNDS LOWER BOUNDS HYSTERESIS INTERWIRE FRICTION INTERLAYER...