...TM ROBERTS; H HAJIKAZEMI © Thomas Telford and ICE 1989 UNIVERSITY COLLEGE CARDIFF THEORY STUDIES BEHAVIOUR REINFORCED CONCRETE BEAMS STRENGTHENED EXTERNAL BONDED STEEL PLATES INVESTIGATIONS DISPLACEMENT STRAIN STRESS TENSION SOLUTIONS SHEAR NORMAL ADHESIVE LAYERS...

...R NARAYANAN; NG DERAVEANESSIAN; VON MISES © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF LANCASTER UNIVERSITY EQUILIBRIUM METHODS ASSESSMENT STRENGTH PLATES GIRDERS REINFORCED WEBS OPENINGS ULTIMATE LOADS TESTS FAILURES MECHANISMS THEORY CALCULATIONS SHEAR...

...R NARAYAN; NE SHANMUGAM; FY CHOW © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF SINGAPORE NATIONAL UNIVERSITY COMPRESSIVE STRENGTH LOADS PLATES BIAXIAL METHODS ASSESSMENT BEHAVIOUR POST BUCKLING BOUNDARIES CONDITIONS STRESS STRAIN EQUATIONS Proc. Instn Cio...

...O VILNAY © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF BUCKLING MASONRY ARCHES VOUSSOIRS WEDGE SHAPED LOADS BLOCKS ENERGY METHODS CONDITIONS RIGID INFINITE PARAMETERS RATIOS GEOMETRY ASPECT WIDTH SPANS STABILITY UNSTABLE PARABOLIC UNIFORM DISTRIBUTION...

.... *Department of Civil and Structural Engineering, University College, Cardiff. 76 1 UNIVERSITY COLLEGE CARDIFF INSTABILITY STRENGTH PLATES PERFORATED FINITE ELEMENTS ANALYSIS ELASTIC BUCKLING NON LINEAR ELASTOPLASTIC COLLAPSE LOADS ULTIMATE COMPRESSION SHEAR HOLES THIN STRESS STRAIN...

...TM ROBERTS; N MARKOVIC © Thomas Telford and ICE 1983 UNIVERSITY COLLEGE CARDIFF BELGRADE UNIVERSITY PLATES GIRDERS TESTS LOADS EDGES WEBS THICKNESS PLANE BEAMS I BEAMS DEPTH SOLUTIONS PREDICTION ULTIMATE CAPACITY ROLLED THEORY EQUATIONS VALUE COLLAPSE Proc...

... webs with high web slenderness values (say, h/t = 250-350) and containing rectangular cut-outs. Experimental and theoretical investigations aimed at obtaining detailed informa- tion on the post-buckling behaviour of thin webs containing holes have been in progress at University College, Cardiff since...

...KI MAJID; MA RAHMAN © Thomas Telford and ICE 1982 UNIVERSITY COLLEGE CARDIFF LIVERPOOL UNIVERSITY NON LINEAR ANALYSIS STRUCTURES SOILS SYSTEMS FOUNDATIONS BEHAVIOUR MATERIALS PROPERTIES DEVELOPMENT ZONES TENSILE LOADS PROCESS METHODS ASSESSMENT SPLINE FUNCTIONS...

...KC ROCKEY; G VALTINAT; KH TANG © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE CARDIFF KARLSRUHE UNIVERSITY DESIGN WEBS ULTIMATE STATE THEORY EFFECTIVE DEFORMATION TESTS PANELS CAPACITY TRANSVERSE LOADS METHODS GIRDERS LINEAR BEHAVIOUR STRESS EXPERIMENTS RULES...

...NE SHANMUGAM; HR EVANS; GRLULT © Thomas Telford and ICE 1981 WALES POLYTECHNIC UNIVERSITY COLLEGE CARDIFF GRILLAGES ULTIMATE CELLULAR ELASTIC DISCRETE METHODS RATE WIDTH FLANGES APPROXIMATION SHEAR PLATES COMPUTERS CELLS TRANSVERSE ANALYSIS LOADS STRUCTURES MULTI...

...TM ROBERTS SLENDER LOADS LOCALISED MECHANISMS ULTIMATE BENDING STRESS FLANGES PLATES EDGES PLANE SOLUTIONS CAPACITY YIELDING DATA EQUATIONS GIRDERS TESTS WEBS PREDICTION SPECIMENS COEXISTENT COLLAPSE © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE CARDIFF P...

...R NARAYANAN; KC ROCKEY © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE CARDIFF ULTIMATE PLATES CIRCULAR TESTS SLENDERNESS RATIOS DEPTH FAILURES HINGES INSTRUMENTATION LOADS GIRDERS THIN WALLED FLANGES SIZE LINEAR MECHANISMS METHODS INVESTIGATIONS PROCEDURE...

...HR EVANS; WN AL RIFAIE © Thomas Telford and ICE 1975 UNIVERSITY COLLEGE CARDIFF EXPERIMENTS BEHAVIOUR CURVED MODELS SAND MATERIALS FINITE ELEMENTS ELASTIC FLANGES THEORY BOX IN PLAN CURVATURE STEEL ARALDITE CONSTRUCTION MIX DEFLECTION INVESTIGATIONS GIRDERS TESTS...

...JF BARLOW; E MARKLAND © Thomas Telford and ICE 1972 UNIVERSITY COLLEGE CARDIFF COMPUTERS NETWORKS OUTFLOW HEADS COST EFFECTIVE WATER DESIGN CONFIGURATION RATES VALUE ECONOMICS MODIFICATION PIPES NODES DIAMETER OPTIMISATION GAS 7511 Computer design of pipe networks...

... thatof the complex curved shells. Thus,folded plates may be regarded as a compromise,possessing a ~ Written discussion closes September 30, 1971 for publication after December 1971. * Department of Civil and Structural Engineering, University College, Cardiff. 171 EVANS AND ROCKEY large proportion...