...D M POTTS; R A DAY; J D FINDLAY; D THOMPSON; I F SYMONS; C RAISON; T PAUL; H D ST JOHN; W H WARD; A S O BRIEN; D P NICHOLSON; K YAH; N J BROOKS © Thomas Telford and ICE 1991 USE SHEETPILES SHEETPILING RETAINING WALLS DEEP EXCAVATIONS STIFF CLAYS PARAMETRIC STUDIES FLEXIBLE...

... capacities. Research on these subjects is reported, based on non-linear numerical analyses, test data, and parametric studies. It is compared with extensive work done in France, and rteoladteesdign rules given in recent Britishand draft European codes ofpractice. Notation A cross-sectional area b breadth d...

... THEORY NON SHALLOW REVOLUTIONS LOADING BOUNDARIES CONDITIONS VARIABLES RATIOS BENDING COMPONENTS INFLUENCE EFFECTIVE INCREASES REDUCTION PARAMETRIC EFFECT CORRECTIVE ACTION DISTANCE GEOMETRY APPROXIMATION VALUE Proc. Instn Civ.Engrs, Part 2, 1991,91, Sept.,495-516 PAPER 9745...

... SYMMETRIC TWO BAY TWO STOREY REINFORCED CEMENT CONCRETE FOOTINGS SUPERSTRUCTURES FLOORS MOMENTS HOGGING PARAMETRIC STUDIES STRIP REPRESENTATION © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF SCIENCE MS RAMAIAH INSTITUTE OF TECHNOLOGY Proc. Instn Ciu. Engrs, Part 2, 1991,91...

... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1991 HOWARD HUMPHREYS SURREY UNIVERSITY TRANSVERSELY STIFFENED GIRDERS WEBS COMBINED IN PLANE LOADING NON LINEAR FINITE ELEMENTS ANALYSIS LOADS PARAMETRIC STUDIES EFFECT SHEAR DIRECT BEHAVIOUR TRANSVERSE STIFFENERS...

...M RAOOF SIMPLE FORMULAE SPIRAL STRANDS MULTI STRAND ROPES STEEL CABLES MODELS PARAMETRIC STUDIES DESIGN OFFICE APPLICATIONS FORMULATION AXIAL STIFFNESS ESTIMATES LOADS PERTURBATION MEAN RATIOS HYSTERESIS LATERAL CONTRACTION MULTILAYER CALCULATIONS ORTHOTROPIC THEORY...

... STUDIES PARAMETRIC CODES TENSION BEAMS SIMPLE UK Proc. Instn Ciu. Engrs, Part 2, 1990,89, Mar., 67-87 PAPER 9484 STRUCTURAL ENGGRINOEUEPRING Transversely stiffened girder webs subjectedto shear loading-part 2 :stiffener design K. N. RAHAL, PhD* J. E. HARDING, PhD, DIC, MICE, FStructE...

...K N RAHAL; J E HARDING © Thomas Telford and ICE 1990 SURREY UNIVERSITY TRANSVERSE WEBS BEHAVIOUR ANALYSIS GEOMETRY PROPERTIES DEFLECTION VARIATIONS STRESS DESIGN SIZE STIFFENED SHEAR NON LINEAR PARAMETRIC PANELS INITIAL PEAK MATERIALS BENDING MODELS GIRDERS...

...S ALI; AW PAGE; J SPRINGFIELD CONCENTRATED LOADS SOLID MASONRY WALLS PARAMETRIC STUDIES DESIGN RECOMMENDATIONS LOCAL BEARING STRESS PLATES CONFINED MODES FAILURES BRITTLE MATERIALS METHODS LENGTH ENHANCEMENT MECHANISMS ECCENTRIC © Thomas Telford and ICE 1989...

... RELEASED VISCOUS DAMPING EFFECT GREASE LAYERS ANALYTICAL MODELLING IMPACT THEORY LONG BARS PARAMETRIC MORTARED IN ANCHORAGES MORTAR STRESS WAVES BEHAVIOUR EVALUATION PARAMETERS DISSIPATION ACTION UNLOADING Proc. InstnCiv. Engrs, Part 2,1989,87, June, 225-253 PAPER 9421 STRUCTURAL...

...H FESSLER; PB MOCKFORD; JJ WEBSTER; W MANNERS OFFSHORE STRUCTURES JOINTS FLEXIBLE EQUATIONS DESIGN ANALYSIS PARAMETRIC MATRICES MATRIX TUBULAR DISPLACEMENT RATIOS © Thomas Telford and ICE 1987 Proc. Instn Ciu.Engrs, Part 2,1987,83,Dec.,887-888 DISCUSSION ON PAPERW91A2T4ER...

...P SWANNELL; CW MILLER © Thomas Telford and ICE 1987 QUEENSLAND UNIVERSITY MACDONALD WAGNER PTY LTD, BRISBANE BRIDGES HIGHWAYS DYNAMICS ANALYSIS VEHICLES SYSTEMS THEORY EXPERIMENTAL DESIGN STUDIES MODELS STRUCTURES MATHEMATICS TESTS RESPONSES PERFORMANCE PARAMETRIC...

... DESIGN HOGGING BENDING STRAIN STANDARDS HARDENING MODIFICATION MOMENTS LOCAL IN PLANE PARAMETRIC STUDIES Proc. Instn Ciu. Engrs, Part 2,1987,83, Mar., 143-159 PAPER 9093 STRUCTURAL ENGGRIONUEEPRING Inelastic buckling of composite bridge girders near internal supports M. A. BRADFORD, BSc...

... SPRINGS ELASTIC BENDING MOMENTS BASES EDGES THEORY CONCRETE STORAGE TANKS CORES CYLINDRICAL BUILDINGS SILOS TRANSFER UNCOUPLED COUPLED PARAMETRIC STUDIES SPRINGS Proc. lnstn Civ. Engrs, Part 2,1987,83, Mar., 115142 PAPER 9111 STRUCTURAL ENGGRIONUEEPRING Influence of wall...

... PARAMETRIC UNIDIRECTIONAL Proc. Instn Cis.Engrs, Part 2, 1986,81, Dec., 647-657 PAPER 9080 STERNGUGRCIONTUEERPRAILNG Thesimulation of simply supported composite beams testedunder fatigue loads D. J. OEHLERS, PhD, MSc, MICE* W. M. SINGLETON, BE, MEngSc* A computer model, incorporating recent experimental...

...H FESSLER; PB MOCKFORD; JJ WEBSTER © Thomas Telford and ICE 1986 NOTTINGHAM UNIVERSITY PARAMETRIC EQUATIONS FLEXIBLE MATRICES MATRIX BRACES TUBULAR JOINTS OFFSHORE STRUCTURES LOADS CHORDS MODELS INDUCED DISTORTION PRACTICAL UNREINFORCED WELDED NON OVERLAPPING TESTS...

...H FESSLER; PB MOCKFORD; JJ WEBSTER © Thomas Telford and ICE 1986 NOTTINGHAM UNIVERSITY PARAMETRIC EQUATIONS FLEXIBLE BRACES MATRICES MATRIX JOINTS TUBULAR SINGLE TESTS ARALDITE OFFSHORE STRUCTURES MODELS EXPERIMENTS FINITE ELEMENTS METHODS ASSESSMENT PROCEDURE...

... down the panel diagonalo,r a crushing failure near the loaded or reaction corners. 3. Theinfluence of theproperties of the masonry infill on the behaviour of infilled frames is assessed by means of a parametric study. It is shown that the behaviour of the composite frame not only depends...

...A H CUSICK © Thomas Telford and ICE 1983 BOLTON INSTITUTE OF HIGHER EDUCATION MANCHESTER UNIVERSITY SIMON ENGINEERING LABORATORIES PAINTS INVESTIGATIONS GROUND CONDITIONS WIND WIND TUNNELS SLABS BUILDINGS TOWERS STAGGERED EXPERIMENTS PARAMETRIC STUDIES FLOW MODELS...