...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

...P H BISCHOFF; K YAMURA; S H PERRY; SIR A HARRIS © Thomas Telford and ICE 1991 HARRIS & SUTHERLAND POLYSTYRENE AGGREGATES CONCRETE HARD IMPACT LOADING ENERGY LOADS RESPONSES Proc. Instn Ciu. Engrs, Part 2, 1991,91,Dec.,887-889 DISCUSSION ON PAPER 9538...

...A R BURDEN JAPAN ASIA © Thomas Telford and ICE 1991 TOKYO UNIVERSITY CABLE STAYED BRIDGES DESIGN CABLES STAYS LAYOUT GIRDERS TOWERS PYLONS PIERS WINGS ENGINEERING ASEISMIC ROADS RAILWAYS SUPERSTRUCTURES SPANS STEEL SUSPENSION LOADING LOADS CONSTRUCTION...

...J M ROTTER; J U OOI; G MATHIESON; M J BLACKLER; G E BLIGHT © Thomas Telford and ICE 1991 DEFECTS METHODS ESTIMATING DESIGN LOADING SILOS STRESS PRESSURE STRAIN MEASUREMENT ARCHING WALLS FRICTION HOPPERS TEMPERATURE SURCHARGE LOADS SOLIDS CIRCUMFERENTIAL VARIATIONS...

... LOADS CLOSED FORM EXPRESSIONS 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...

...F GONZALEZ VIDOSA; F G VIDOSA; M D KOTSOVOS; M N PAVLOVIC; NEWTON RAPHSON THREE DIMENSIONAL NON LINEAR FINITE ELEMENTS MODELS STRUCTURAL CONCRETE STRUCTURES MATERIALS STRESS STRAIN FAILURES MODELLING CRACKS CRACKING ITERATIVE METHODS SMEARED INCREMENTAL PROCEDURE LOADING...

... any imposed loads from falsework supports. However, balanced cantilever construction does not rely on any support from the ground because the main support is provided by the permanent bridge foundations at the piers at all times during construction. 9. Wherever appreciable thicknesses of the soft...

...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...

...A M CHANDLER Proc. Instn Ciu. Engrs, Part 1, 1991,90, June, 605-626 PAPER 9705 GROUND BOARD Evaluation of site-dependent spectra for earthquake-resistantdesign of structures in Europe andNorth America A. M. CHANDLER,BSqEng), PhD, MICE* Earthquake building codes specify design loadings in terms...

...A S ELNASHAI; K TAKANASHI; A Y ELGHAZOULI; P J DOWLING Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 259-272 BBSUOTIARLUDRADCI9NN7TDG1U4PRAAPLER Experimental behaviourof partially encased compositebeam-columns under cyclic and dynamic loads A. S . ELNASHAI, p m , DE* K. TAKANASHI, PhD? A. Y...

...S N SINHA; K S NARAINE © Thomas Telford and ICE 1991 INDIAN INSTITUTE OF TECHNOLOGY ENERGY DISSIPATION BRICKS MASONRY CHARACTERISTICS TESTS CYCLIC BIAXIAL COMPRESSIVE LOADING CYCLES UNLOADING DIMENSIONLESS RATIOS STRAIN ENVELOPES GRAPHS PLASTIC LOADS BEHAVIOUR...

...ESAR NASR; A D EDWARDS © Thomas Telford and ICE 1991 CAIRO AIN SHAMS UNIVERSITY HERIOT WATT UNIVERSITY LIMIT ANALYSIS LIMITS ANALYSIS LATERAL BUCKLING SLENDER CONCRETE BEAMS INCREMENTAL COMBINED BENDING TORSION STRESS RESULTANTS LOADS GEOMETRIC IMPERFECT LINEAR...

...A R BURDEN © Thomas Telford and ICE 1991 TOKYO UNIVERSITY MODERN SUSPENSION BRIDGES DESIGN LONG SPAN SUPERSTRUCTURES SPANS TREATMENT VISUAL AESTHETICS HUMANISTIC STRUCTURES MATERIALS EARTHQUAKES LOADING INFLUENCE STEEL CABLES WIND ARTICULATION FORMS JAPAN...

... SYSTEMS PROTECTION STEEL LOADING WIND LOADS IMPOSED STRUCTURAL SECTIONS FABRICATION PUBLIC HEALTH DRAINAGE LANDSCAPING STRUCTURES AWARDS BOTANY ROYAL KEW LONDON UK Proc. Instn. Civ. Engrs, Part 1, 1991, 90, Feb., 2 9 4 5 PAPER 9525 STRUCTURAL ENGGRIONUEEPRING An engineer s...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY ELASTIC SOLUTIONS LARGE MATRIX PROBLEMS MATRICES FOUNDATIONS INTERACTION ANALYSIS INTERACTIVE METHODS SOIL STRUCTURE SYSTEMS STATIC APPLIED LOADING NUMERICAL TESTS USE DESIGN PRACTICE...

...H AHMADI; S GILBERT © Thomas Telford and ICE 1990 QUEENS UNIVERSITY BELFAST BEHAVIOUR REINFORCED CONCRETE SLABS COLUMNS MODELS CYCLIC LATERAL LOADING MODELLING LOADS FLAT GRAVITY EDGES SERVICE ULTIMATE STAGE TESTS PANELS ROTATIONAL RESTRAINT LONGITUDINAL APPLIED...

...T EALEY; P KELLY; D WAKEFIELD; NEWTON RAPHSON © Thomas Telford and ICE 1990 BURO HAPPOLD CULTURAL CENTRES ROOFS SYSTEMS ANALYSIS DESIGN CONSTRUCTION LATTICE SHELLS CABLES NETS MEMBERS LOADS LOADING GEOMETRY WALLS FABRICATION COLLAPSE EVALUATION SOLUTIONS NON...

...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

...E S MELERSKI; WINKLER © Thomas Telford and ICE 1990 TASMANIA UNIVERSITY SIMPLE COMPUTERS ANALYSIS CIRCULAR RAFTS AXISYMMETRIC LOADING ELASTIC LOADS FOUNDATIONS NUMERICAL METHODS ANNULAR CONDITIONS PLATES BEHAVIOUR SOILS BEDS MODELLING HALF SPACE SPRINGS WINKLER...

...BK DOUGHERTY Proc. Instn Ciu.Engrs, Part 2,1990,89, June, 241-250 PAPER 9545 STRUCTURAL ENGGRINOEUEPRING Stability of beams subject to combined gravity loading and applied end moments B. K. DOUGHERTY, PrEng, BSc(Eng), MSc(Eng), PhD, MICEM, IStructE, MASCE, MSAICE* The elastic buckling of beams...