...E PENNING ROWSELL; MAFF; JB CHATTERTON; RS DRAYTON © Thomas Telford and ICE 1980 CARDIFF UNIVERSITY COLLEGE MAFF MINISTRY OF AGRICULTURE FISHERIES AND FOOD ASSESSMENT ALLEVIATION PROCEDURE EFFECTIVE WATER ECONOMICS DISTRIBUTION BENEFITS LAND STANDARDISATION COST...

.... BRITISHSTANDARDISNSTITUTIOTNhe. structural use of concrete. British Standards Institution, London, 1972, CP 110, Part 1. 1044 © Thomas Telford and ICE 1980 CARDIFF UNIVERSITY COLLEGE FIBRES BEAMS TESTS RECTANGULAR ROTATION REINFORCED TORSION RIGS STRENGTH TORQUE CONCRETE PURE SQUARE TENSILE ...

... YK. C. and EVANSH. R. An assessmentoftheaccuracyofthenodalsection method-a study of the effect ofgirder proportions. University College, Cardiff, 1974, Report NS/Par/l. 424 © Thomas Telford and ICE 1980 CARDIFF UNIVERSITY COLLEGE CROUCH AND HOGG DESIGN LAG SEMI EMPIRICAL BOX...

...R NARAYANAN; TOORANI GOLODSALAR; CP 110; ACI 318 © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE FIBRES REINFORCED CONCRETE PURE TORSION COMBINED BENDING INFLUENCE STEEL TORSIONAL FLEXURAL RIGIDITY BEAMS ULTIMATE LOADS TESTS SQUARE RECTANGULAR CAPACITY...

... R640. 1063 © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE ELASTIC ANALYSIS CELLULAR STRUCTURES WEBS OPENINGS SIMPLIFIED GRILLAGES METHODS MULTI CELLULAR REDUCTION SHEAR TORSIONAL STIFFNESS EFFECT COEFFICIENTS EMPIRICAL CURVES PARAMETRIC FINITE ELEMENTS...

...NE SHANMUGAM; HR EVANS; VIERENDEEL CARDIFF UNIVERSITY COLLEGE EXPERIMENTS THEORY EXPERIMENTAL STUDIES EFFECT OPENINGS WEBS ELASTIC BEHAVIOUR CELLULAR STRUCTURES GIRDERS CELLS SINGLE SINGLE CELL SHEAR STIFFNESS PLATES TORSIONAL LAG MODELS GRILLAGES TECHNIQUES MULTI...

... for structural testing on steel models. Transport and Road Research Laboratory, Crowthorne, 1977. SR 254. 31 2 © Thomas Telford and ICE 1979 TRONDHEIM UNIVERSITY STATOIL NORWAY CARDIFF UNIVERSITY COLLEGE INFLUENCE RIGIDITY PLATES ULTIMATE EXPERIMENTAL METHODS PHYSICAL CAPACITY MECHANISMS...

...TM ROBERTS; KC ROCKEY © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE MECHANISMS COLLAPSE PLATES PATCH EXPERIMENTS CALCULATIONS HINGES DESIGN INTERACTION BENDING BEHAVIOUR SOLUTIONS LOADS GIRDERS PLASTIC PLANE DATA UPPER BOUNDS FLANGES FORMULAE STRESS...

...HR EVANS; NE SHANMULGAM © Thomas Telford and ICE 1979 CARDIFF UNIVERSITY COLLEGE APPROXIMATE ANALYSIS SIMPLIFIED MULTI CELLULAR CONTINUOUS SKELETAL FINITE ELEMENTS CONDITIONS SHEAR STIFFNESS SPANNING WEBS GRILLAGES STRUCTURES TECHNIQUES PROBLEMS PLATES MEMBERS...

...DM PORTER; FW WILLIMAS; EULER; UWIST CARDIFF UNIVERSITY COLLEGE UWIST COLUMNS METHODS BATTENS UNIFORM FORMULAE NON UNIFORM ESTIMATES LOADS CALCULATORS CLASSICAL BUCKLING RIGID THEORY CONTINUUM PROGRAMS ELASTIC MODES MODIFIED DESIGN ENDS Proc. Insrn Cio. Engrs, Part...

...KC ROCKEY; HR EVANS; DM PORTER © Thomas Telford and ICE 1978 CARDIFF UNIVERSITY COLLEGE DESIGN COLLAPSE GIRDERS REINFORCED STIFFENERS ACTION FAILURES INTERACTION EQUATIONS METHODS BEHAVIOUR TRANSVERSE REINFORCEMENT SHEAR EXPERIMENTS DIAGRAMS COEFFICIENTS CALCULATIONS...

...A R TAHERIAN; H R EVANS; QUEST 2 © Thomas Telford and ICE 1977 CARDIFF UNIVERSITY COLLEGE BARS CALCULATIONS MULTI CELL GIRDERS THEORY CELLS SIMULATION SHEAR CONTINUOUS DESIGN BEAMS METHODS LAG BOX FINITE ELEMENTS RULES PROGRAMS Proc. Instn Civ. Engrs, Part 2, 1977...

... Telford and ICE 1977 CARDIFF UNIVERSITY COLLEGE Proc. Instn Ciu. Engrs, Part 2, 1977, 63,Mar., 69-92 7978 The prediction of the shear lag effect in box girders H. R. EVANS, MSc. PhD* A.R.TAHERIAN, MC* The Paper describes the application and adaptoaftiotwn o methods, originally developed for use...

...MR HORNE; MERRISON; P MONTAGUE; R NARAYANAN © Thomas Telford and ICE 1977 MANCHESTER UNIVERSITY CARDIFF UNIVERSITY COLLEGE INFLUENCE PANELS SPACING TESTS WIDTH LIMITS STRESS WELDING RULES COLLAPSE ESTIMATES RIGS STRENGTH STIFFENERS WELDED STIFFENED THICKNESS...

...PH BANERGEE; RM DRISCOLL © Thomas Telford and ICE 1976 CARDIFF UNIVERSITY COLLEGE DEPARTMENT OF THE ENVIRONMENT THREE DIMENSIONAL PILES REPRESENTATION SOILS INTERACTION ALGORITHMS STIFFNESS PROGRAMS EXPERIMENTS ANALYSIS GROUPS STRUCTURES BOUNDARY ELEMENTS APPLIED...

... in. SI 25.4 m m 280 © Thomas Telford and ICE 1976 MANCHESTER UNIVERSITY CARDIFF UNIVERSITY COLLEGE ULTIMATE STIFFENED GIRDERS COMPRESSION WELDED PARAMETERS STRESS FABRICATION COLLAPSE VALUE RULES POST ULTIMATE INSTRUMENTATION EFFECT CAPACITY PLATES LOADS STEEL...