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1-17 of 17
Keywords: AXIAL
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Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (4): 345–357.
Published: 01 November 1999
... INVESTIGATIONS AXIAL ECCENTRIC RATIOS REINFORCEMENT ASSESSMENT CODES PRACTICE RULES BUILDINGS STRUCTURES SLENDER MOMENTS ADDITIONAL ELASTIC PLASTIC LIMITS STANDARDS LONG TERM REDUCTION FACTORS Design of normal- and high-strength concrete columns Proc. Instn Civ. Engrs Structs & Bldgs, 1999...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (1): 19–31.
Published: 01 February 1999
... PARAMETRIC STUDIES AXIAL LOADS INTERNAL REINFORCED HINGES COLLAPSE MECHANISMS I SECTIONS STEEL SECTIONS METHODS DESIGN JACKETS FINITE ELEMENTS PLASTIC UPPER BOUNDS ANALYSIS MOMENTS CAPACITY UNSTIFFENED FIVE HINGE FAILURES A theoretical model for predicting Proc. Instn Civ. Engrs...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (1): 26–37.
Published: 01 February 1998
...M A BRADFORD; H D WRIGHT; B UY Short- and long-term behaviour of axially loaded composite pro led walls Proc. Instn Civ. Engrs Structs & Bldgs, 1998, 128, Feb., 26 37 Paper 11333 M. A. Bradford, BSc, BE, PhD, CPEng, FIEAust, MIStructE, MASCE, H. D. Wright, Written discussion closes 29 May BEng...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (4): 379–389.
Published: 01 November 1997
... of different extent and depth were created by incorporating 0·05 mm shims into the moulds. Tests of 29 T and six Y-joints under axial tension and compression of the braces and out-ofplane bending of the braces were performed. Tests under balanced axial loading of the braces were performed on five YTjoints...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (2): 148–156.
Published: 01 May 1997
... STUDIES PARAMETRIC EFFECTIVE SECTIONS PROPERTIES OUTSTANDS MODELS RIGS INSTRUMENTS INSTRUMENTATION FLEXURE AXIAL FORCES SPECIMENS RESEARCH STIFFNESS ELASTIC Local ange buckling in plate girders with corrugated webs R. P. Johnson, MA, FEng, FICE, FIStructE and J. Cafolla, PhD, MSc Proc...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (1): 19–28.
Published: 01 February 1996
...AI KAH SOH; CHEE KIONG SOH; A K SOH; C K SOH © Thomas Telford and ICE 1996 NANYANG TECHNOLOGICAL UNIVERSITY SINGAPORE JOINTS K JOINTS TUBULAR STRESS CONCENTRATION LOADING BASIC COMBINED LOADS TESTS RIGS EXPERIMENTS BENDING AXIAL IN PLANE OUT OF PLANE FINITE ELEMENTS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1996) 116 (1): 29–43.
Published: 01 February 1996
...H FESSLER; T H HYDE; Y A KHALID © Thomas Telford and ICE 1996 NOTTINGHAM UNIVERSITY JOINTS T JOINTS Y JOINTS TUBULAR STATIC STRENGTH LOADING BENDING COMBINED AXIAL TIN LEAD ALLOYS MODELS LOADS PURE COMPRESSION TENSION GEOMETRY MODELLING BRACES PROPORTIONAL SHAPE...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 410–416.
Published: 01 November 1995
... Lecturer. Kingston Universify. UK Design charts for reinforced concrete circular columns in accordance with Eurocode 2 F, A . Mohammad, BSc, MSc(Civil Eng).MSc (StructuralDesign), and B. Merrony, BA, MSc,DIC This paper presents design chartsfor reinforced concrete circular columns subjected to axial...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 426–440.
Published: 01 November 1995
... COLUMNS GIRDERS T GIRDERS AXIAL LOADS SHORTENING DISPLACEMENT STRESS Proc. lnstn Ciu. Engrs Sfructs& Bldgs. 1995, 110, Nov., 426-440 Local bucklingof thin steel platesin compositeconstructione: xperimental Struacntudral Building Board andtheoreticasl tudy Structural Panel Paper 10891 B. uy...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (3): 257–268.
Published: 01 August 1995
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (4): 377–390.
Published: 01 November 1994
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (3): 257–266.
Published: 01 August 1994
...A K SOH; C K SOH; K H HOON; AI KAH SOH; CHEE KIONG SOH; KAY HIANG HOON © Thomas Telford and ICE 1994 NANYANG TECHNOLOGICAL UNIVERSITY JOINTS TUBULAR REINFORCED STRESS ANALYSIS LOADS PLATES DOUBLER REINFORCING WELDED AXIAL TENSION IN PLANE BENDING FINITE ELEMENTS T...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (2): 239–240.
Published: 01 May 1994
...S G O WILLIAMS; J A LITTLE; J T DALE © Thomas Telford and ICE 1994 SIAM SYNTECH CONSTRUCTION BANGKOK PILES SHEETPILES STRUCTURAL BEHAVIOUR INTERLOCKED GRAVITY COMBINED SECTIONS SLOPES MEASUREMENT MOTORWAYS ROADS AXIAL STRAIN INCLINOMETERS INSTRUMENTS DEFLECTION...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (1): 75–82.
Published: 01 February 1994
... were encased partially in concrete and N. d c s i m load tested to failure under eccentric axial theoretical valueof maximum load load. For comparison, a twentieth column squash load was tested as a bare steceollumn. All thicknessof flange specimens weretested under minor axis bending. Thevariables...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1993) 99 (3): 371–374.
Published: 01 August 1993
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 469–484.
Published: 01 November 1992
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 419–428.
Published: 01 November 1992
... corresponding theoretical load4 or have derived closes 15Jonuory 2993 empirical expressions for the ultimatdeeflec- tion. Some of the theories that attempt to determine the complete load-deflection curve of axially restrained slabs up to failure have neglected membrane forcesat low levels of load.6...
