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1-9 of 9
Keywords: THICKNESS
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Journal Articles
THREE-DIMENSIONAL MODELLING OF TWO FULL-SCALE,FIRE TESTS ON A COMPOSITE BUILDING.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (3): 243–255.
Published: 01 August 1999
... STRUCTURES COMPUTERS PROGRAMS ANALYSIS STEEL FRAMES STUDIES PARAMETRIC INFLUENCE RIGIDITY CONNECTIONS FLOORS SLABS MODELS TEMPERATURE THERMAL CURVATURE BEAMS THICKNESS LOADS BEARING STRENGTH STIFFNESS MATHEMATICAL INTEGRITY EFFECT NON LINEAR FINITE ELEMENTS COLUMNS SPRINGS...
Journal Articles
PRESTRESSED CONCRETE BOX GIRDER BRIDGES WITH FOLDED STEEL PLATE WEBS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1999) 134 (1): 77–85.
Published: 01 February 1999
... prestressing increases the web thickness and the self-weight of the deck. As the span increases, the reduction of dead load is a primary need. It is the most important load, resisted rst by the construction equipment, and then by the structure itself. Reductions to dead load permit savings in equipment costs...
Journal Articles
TIME-VARYING RELIABILITY MODEL OF STEEL GIRDER BRIDGES.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1998) 128 (4): 359–367.
Published: 01 November 1998
...C H PARK; A S NOWAK; A R FLINT; P C DAS BRIDGES GIRDERS STEEL MODELS RELIABILITY TIME VARIATIONS TIME VARYING RATES DETERIORATION CORROSION FATIGUE SPANS SLABS THICKNESS EXPOSURE CALCULATIONS WHOLE LIFE PERFORMANCE MOMENTS SHEAR PROFILES FAILURES PROBABILITY LOADS...
Journal Articles
THE PULL-OFF TEST FOR CONCRETE PATCH REPAIRS.,
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (4): 451–460.
Published: 01 November 1997
... THICKNESS VARIABILITY CURING PARTIALLY DESTRUCTIVE The pull-off test for concrete patch repairs Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Nov., 451 460 D. J. Cleland BSc, PhD, CEng, MICE, MIStructE, and A. E. Long BSc, PhD, DSc, FEng, FICE, FIStructE s Repair to concrete structures often...
Journal Articles
STIFFNESS, STABILITY AND FUNDAMENTAL PERIOD OF COUPLED SHEAR WALLS OF VARIABLE THICKNES.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (3): 334–338.
Published: 01 August 1997
...SK WANG © Thomas Telford and ICE 1997 HUNAN UNIVERSITY WALLS SHEAR COUPLED THICKNESS VARIABLE STIFFNESS STABILITY PERIODS FUNDAMENTAL EXPRESSIONS SIMPLE ASSESSMENT DEFLECTION CURVES ELASTIC CRITICAL LOADS PROPERTIES STATIC DYNAMIC DESIGN NUMERICAL INTEGRATION...
Journal Articles
LARGE STEEL-CONCRETE COMPOSITE CYLINDERS UNDER EXTERNAL PRESSURE. DISCUSSION.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1997) 122 (2): 245–246.
Published: 01 May 1997
...P MONTAGUE; T NASH; C D GOODE; P BROUGHTON © Thomas Telford and ICE 1997 PHILLPS PETROLEUM COMPANY NORWAY STEEL CONCRETE CYLINDERS COMPOSITE LARGE EXTERNAL PRESSURE TESTING TESTS ULTIMATE CAPACITY SHEAR THICKNESS SKIN LOADS Large steel concrete composite cylinders...
Journal Articles
RESIDUAL STRENGTH OF ALUMINIUM PLATE GIRDERS WITH SCATTERED HOLES IN THE WEB PANELS.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1995) 110 (4): 361–372.
Published: 01 November 1995
... moment capacity of aluminium flange girders under predominant shealroading. t thickness of undamagedweb plate This paper describetshat partof the study t, equivalentthickness of damagedweb plate which concentrated on girders containing t, thickness of flange plate a number of small holes scattered...
Journal Articles
STRENGTHENING STEEL BOX GIRDER BRIDGES BY CONTROLLING THE EFFECTS OF SHEAR LAG.
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Proceedings of the Institution of Civil Engineers - Structures and Buildings (1994) 104 (4): 483–488.
Published: 01 November 1994
... BUCKLING RESISTANCE THICKNESS CONCRETE LAYERS COMPRESSION COMPOSITE LONGITUDINAL METHODS HARMONIC ANALYSIS STIFFNESS ACTION CONNECTIONS DISTRIBUTION STUDS Strengthening steel box girder bridges by controlling the effectosf shear lag $;z Bldgs, 1994,104, Nov, 483-488 H. h . Evans, MSc, PhD...
Journal Articles
SLENDER REINFORCED CONCRETE FLANGED BEAMS: EXPERIMENTAL WORK.
Available to Purchase
Proceedings of the Institution of Civil Engineers - Structures and Buildings (1992) 94 (4): 439–468.
Published: 01 November 1992
...N K SUBEDI; A RAHEM; G T ABDEL RAHMAN; G T A RAHMAN © Thomas Telford and ICE 1992 DUNDEE UNIVERSITY TEBESSA CENTRE UNIVERSITAIRE ALGERIA ZAGAZIG UNIVERSITY SHOUBRA EGYPT SLENDER REINFORCED CONCRETE FLANGES BEAMS EXPERIMENTS TESTS WEBS THICKNESS MEASUREMENT BEHAVIOUR...
