...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...

...W RAMAN NAIR; G C W SABIN; BIOT; MOHR; COULOMB © Thomas Telford and ICE 1991 NEWFOUNDLAND MEMORIAL UNIVERSITY WAVES INDUCED FAILURES POROELASTIC SEABED SLOPES BOUNDARIES ELEMENTS STUDIES BOUNDARY ELEMENTS FORCES STABILITY SLOPING LINEAR THEORY POROELASTICITY EFFECTIVE...

...A K H KWAN © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY ANALYSIS COUPLED WALLS FRAMES STRUCTURES METHODS SHEAR DEFORMATION CORES TORSION LOADS SOLID ELEMENTS RIGID ARMS WIDE COLUMNS STIFFNESS MATRIX BEAMS MATRICES ROTATIONAL DEGREES FREEDOM Proc. Instn...

...G W HUNT © Thomas Telford and ICE 1989 BIFURCATION THEORY SYMMETRY UNSTIFFENED PLATES FLEXURAL NON LINEAR LOCALISATION MODES SPRINGS ELASTIC RIGID STRUCTURAL INSTABILITY PROPERTIES STIFFENED SHELLS TORSIONAL INTERACTION ELEMENTS ANALYSIS LINK COMPONENTS DESIGN...

...AM CHANDLER; GL HUTCHINSON © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE LONDON MELBOURNE UNIVERSITY DESIGN TORSIONAL SECONDARY EARTHQUAKES PROVISIONS BUILDING CODES EVALUATION STRUCTURES TORQUE STRUCTURAL ELEMENTS CODES STIFFNESS TIME HISTORY ANALYSIS RESPONSES...

...E HOLLINGHURST; RT MURRAY; DC DALTON; A MCGOWN REINFORCED EARTH RETAINING WALLS ROADS INTERCHANGES DESIGN BEARING PRESSURE REINFORCEMENT ELEMENTS CONSTRUCTION COSTS STRENGTH METHODS MOVEMENT DATA DISTRIBUTION VERTICAL HORIZONTAL TRAPEZOIDAL SOILS LAYERS STRUCTURES A3...

... INVESTIGATIONS MONITORING BEHAVIOUR TESTS SAFETY ECONOMICS A3 A322 HEXAGONS REINFORCING FLEXIBILITY SAVINGS ELEMENTS YORK METHOD STRUCTURES CONNECTIONS METHODS MOVEMENT REINFORCEMENT ALIGNMENT RESTRICTIONS PLACEMENT FILL LAYERS MATERIALS GROUND SHEAR PILES FOUNDATIONS GRADING...

... TENSION PRESSURE DEFORMATION ASSESSMENT DESIGN HORIZONTAL FORCES VALUE BEHAVIOUR A3 A322 CONSTRUCTION PROCEDURE SAFETY ECONOMICS SHEAR STRENGTH PROPERTIES FILL MEASUREMENT REINFORCING ELEMENTS SOILS STRAIN MOVEMENT COILS GUILDFORD UK Proc. lnsrr7 ...

... was exposed.Thesehavegenerallybeenconfined totheremoval of minorrotted timberelements,theproppingup of existing structures to accommodate new services, and alterations to proposed works to accommodate unexpected features within the existing fabricof the Fort. 38. This last element hasyielded some intriguing discoveries, including a series...

...-linear behaviour of orthotropic plates subject to transverse loading is investigated in this Paper using higher-order finite elements. The formulation procedure for elements with up to 25 nodes is established and derivation of the flexural and tangential stiffness matrix based on the classical von Karman...

...JM MARTIN © Thomas Telford and ICE 1986 OVE ARUP MORRISON CONSTRUCTION LTD BRIDGES CONSTRUCTION DESIGN METHODS FACTORS ELEMENTS LEGS TECHNIQUES SPLAYED INCREMENTAL PIERS CANTILEVER SPANS PRECAST SUBSTRUCTURES MAIN FOUNDATIONS JOINTS SUPPORTS TIES STEMS...

... ELEMENTS FORCES ASSESSMENT LOADS STATIC DYNAMICS GEOMETRY AERODYNAMICS JINDO DOLSAN KOREA ASIA © Thomas Telford and ICE 1985 RENDEL PALMER & TRITTON Proc. Instn Ciu.Engrs, Part 1, 1985,78, Dec., 1281-1300 PAPER 8994 STRUCTURAL ENGGRIONUEEPRING Jindo and Dolsan...

...JPF O CONNOR DEPARTMENT OF WATER AFFAIRS, PRETORIA THREE DIMENSIONAL MESHES ELEMENTS SURFACE CURVED EMBEDDED STIFFENERS ISOPARAMETRIC LINEAR BEHAVIOUR ELASTICITY MATRICES MATRIX ARCHES METHODS FINITE ELEMENTS ANALYSIS DAMS VALLEYS EFFECT CRACKS FORMATION CONCRETE...

... more realistically as beam elements within the context of a general beam theory rather than as an assemblage of discrete plate elements. Any method, although exacitn its solution, is only as goodas the assumptions that it makes; the Authors then are right to question the validity and signiofficthaence...

...MA ROUF; F SAWKO © Thomas Telford and ICE 1985 BANGLADESH ENGINEERING TECHNOLOGY UNIVERSITY DHAKA LIVERPOOL UNIVERSITY SHEAR STRESS DISTRIBUTION MASONRY ELEMENTS STRAIN COMPRESSION PARABOLIC FORCES GEOMETRY PROPERTIES AXIS LINEAR THEORY SECTIONS MATERIALS NON LINEAR...

... ELEMENTS THREE DIMENSIONAL PRACTICAL DESIGN PROBLEMS INTERACTION ELASTIC LAYERS BASES RIGID INCLINED HOMOGENEOUS PLAIN PILES CIRCULAR SURFACE ELEMENTS BUILDINGS TALL MULTI STOREY OFFICES TOWERS SINGAPORE RIYADH SINGAPORE SAUDI ARABIA ASIA MIDDLE EAST Proc. Instn Ciu...

... for the analysisof ring- stiffened shells including the behaviour of the rings as discrete elements. The program has been used to study theeffect of the ring stiffenerson the strength characteristicosf inter-ring panelbucklingandthemainparametersaffectingthebuckling of cylindricalpanels...

...EA MCBEAN; S ALNASSRI; D CLARKE © Thomas Telford and ICE 1983 WATERLOO UNIVERSITY ONTARIO BAGHDAD UNIVERSITY OF TECHNOLOGY JAMAICAN WATER AUTHORITY WATER DISTRIBUTION SYSTEMS FIELD TESTS PROBABILITY PIPES ELEMENTS ANALYSIS SENSITIVITY PRESSURE NETWORKS PARAMETERS FLOW...

...RP LAM; LCH LAM © Thomas Telford and ICE 1982 HONG KONG UNIVERSITY ASSESSMENT WIND LOADS CLADDING BUILDINGS TALL MULTI STOREY DESIGN MODELS TESTS WIND TUNNELS RESEARCH RESPONSES ELEMENTS DYNAMICS FORCES LOCAL TROPICAL METHODS EXPERIMENTS STRONG CYCLONES GUSTS...

... ROLLED ASPHALT HRA PAVEMENTS CENTRIFUGAL MODELS TESTS MARKERS MECHANISMS DEFORMATION DISPLACEMENT INCLINOMETERS SHEAR INSTRUMENTS DENSITY MATERIALS SAFETY FACTORS SETTLEMENT SURFACE FOUNDATIONS FAILURES PROFILES MATHEMATICS MODELLING NON LINEAR ELASTIC MODES ELEMENTS...