...M A BARAKAT; J G HETHERINGTON; AUTODYN © Thomas Telford and ICE 1999 CRANFIELD UNIVERSITY SHRIVENHAM STRUCTURES BLAST EFFECT REDUCTION METHODS ARCHITECTURAL PROTECTION EXPLOSIVES TERRORISM EXPLOSIONS DESIGN WAVES FRAGMENTS SIMULATION COMPUTERS GROUND PROFILES CARS...

... STRUCTURES COMPUTERS PROGRAMS ANALYSIS STEEL FRAMES STUDIES PARAMETRIC INFLUENCE RIGIDITY CONNECTIONS FLOORS SLABS MODELS TEMPERATURE THERMAL CURVATURE BEAMS THICKNESS LOADS BEARING STRENGTH STIFFNESS MATHEMATICAL INTEGRITY EFFECT NON LINEAR FINITE ELEMENTS COLUMNS SPRINGS...

...T J STRATFORD; C J BURGOYNE; H P J TAYLOR; R V SOUTHWELL DESIGN STABILITY LONG PRECAST CONCRETE BEAMS EQUATIONS SIMPLE SIMPLY SUPPORTED TRANSPORTATION LIFTING FLEXIBLE BEARINGS LOADS CRITICAL ESTIMATING IMPERFECTIONS SUPPORTS LEVELNESS STRESS SECOND ORDER EFFECT IMPERFECT...

...T D G CANISIUS; A MAITRA; BRE; HSE © Thomas Telford and ICE 1999 BUILDING RESEARCH ESTABLISHMENT BRE HEALTH & SAFETY EXECUTIVE HSE PROPS ADJUSTABLE STRENGTH SHEAR PINS POSITIONS EFFECT TESTS SAFETY FACTORS DEPTH CHAINS SUPPORTS TEMPORARY WORKS HOLES FAILURES...

...-linear material and geometric responses, and is shown to agree satisfactorily with test results. The deformations in the time domain, treated by recourse to the age-adjusted effective modulus method, are substantially greater than the short-term deformations, and cannot be ignored in design. A design...

... SYSTEMS ELEMENTS COMPUTERS PROGRAMS FINITE ELEMENTS STABILITY LOADS LATERAL LAMINAR CONTINUOUS PIERS COUPLING EFFECT BEAMS NON SYMMETRICAL Non-planar coupled shear walls in multistorey buildings K. Arvidsson, DrScEng Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 326 333 Paper...

...E MIRAMBELL; J COSTA; BS 54OO; EC 1 © Thomas Telford and ICE 1997 CATALUNYA UNIVERSITAT POLITECNICA BARCELONA BRIDGES COMPOSITE THERMAL STRESS STANDARDS BRITISH CODES EUROCODES DESIGN LOADS PRACTICE EFFECT TEMPERATURE DISTRIBUTION BOX GIRDERS PLATES DOUBLE DECKS...

...P A BLACKMORE; BRE; BS 6399 The role of wind tunnel testing in the design of building structures P. A. Blackmore, BSc, PhD, FRMetS Proc. Instn Civ. Engrs Structs & Bldgs, 1997, 122, Aug., 253 265 Paper 11034 s The estimation of wind effects on and around building structures is an inexact science...

...I HUNT © Thomas Telford and ICE 1997 GIFFORDS GIFFORD GRAHAM BRIDGES CABLE STAYED DESIGN RIVERS PROCESS STRUCTURES CABLES STEEL STIFFNESS TOWERS LOADS LIVE CONCRETE CREEP DECKS DEFLECTION EFFECT SECONDARY TROUGHS AESTHETICS RIVER DEE WALES UK...

... © Thomas Telford and ICE 1997 WOOLLONGONG UNIVERSITY SLABS COMPOSITE PROFILED SUPPORTED SIMPLY BEHAVIOUR LOADS SERVICE LONG TERM TIME DEPENDENT FLOORS SYSTEMS BUILDINGS BRIDGES DECKS CONSTRUCTION CREEP SHRINKAGE STRAIN TIME DOMAIN DOMAIN TIME METHODS EFFECTIVE...

... FREQUENCIES FINITE ELEMENTS MODELS MODELLING BEHAVIOUR ANALYSIS IMPULSES LOADS RESONANT SEPARATION VIBRATIONS MODES SHAPE EFFECT SPANDRELS WALLS GRANULAR BACKFILL FILL EXTRADOS DEFECTS DETECTION VOIDS CROWNS FREQUENCIES FUNCTIONS FRF STRUCTURAL INTEGRITY STRUCTURES MONITORING...

...H FESSLER; T H HYDE; Y A KHALID © Thomas Telford and ICE 1996 NOTTINGHAM UNIVERSITY JOINTS YT JOINTS CORNERS BRACES ADJACENT EFFECT STRENGTH STATIC TIN LEAD ALLOYS T BRACES Y BRACES T JOINTS Y JOINTS MODELS TESTS LOADING LOADS SHAPE GEOMETRY OFFSHORE STRUCTURES...

...B N PRITCHARD; CICIND CHIMNEYS INDUSTRIAL STATE OF THE ART HISTORY DEVELOPMENT HAZARDS DESIGN CONCRETE STEEL SHELLS LINERS PROTECTION HEAT FLUES GASES HOT EFFECT DESULPHURISATION FGD STRUCTURES SAFETY FLUIDS DYNAMICS THERMAL CORROSION CHEMISTRY BEHAVIOUR ASSOCIATIONS...

...T A WYATT © Thomas Telford and ICE 1995 IMPERIAL COLLEGE WIND ENGINEERING SOCIETY WIND GUSTS EFFECT EXTREME PREDICTION ENGINEERING APPLICATIONS DESIGN FORCES ESTIMATION SPECIFICATIONS MODELS TURBULENCE THERMAL CONVECTION SPEED LOADS SENSITIVITY ACTION ESTIMATING...

... are identified from account of the idealizationswhich they require. initial tests. Further tests identify the On the other hand, whilefield tests are realis. effects of varying the end wall position, tic, they are enormously expensive and also the fill density, the load position a n d the relevant only toa...

...H R EVANS; V KRISTEK; M SKALOUD WALES UNIVERSITY COLLEGE CARDIFF CZECH TECHNICAL UNIVERSITY PRAGUE CZECH ACADEMY OF SCIENCES PRAGUE BRIDGES STEEL BOX GIRDERS STRENGTHENING SHEAR LAG EFFECT CONTROL AMPLIFICATION EDGES STRESS FLANGES CONTINUOUS INTERNAL SUPPORTS DESIGN...

...F WALLEY © Thomas Telford and ICE 1994 PUBLIC RECORD OFFICE EXPLOSIONS STRUCTURES EFFECT WAR WORLD WAR 2 RESEARCH BLAST SHOCKS EARTH DAMAGE BOMBS COMPUTERS MODELLING EXPLOSIVES AIR RAIDS PHYSICS BEHAVIOUR MINES LOADS BEARINGS WAVES RESISTANCE HOUSES WALLS...

... studied in this research program were: the eccentricity of the applied load; the eccentricity ratio at the column ends; and the effect of concrete strength.The maximumstrength of thickness ofweb concrete contribution factor eccentricity ratio material partial safety factor for concrete material partial...

...G S STANWAY; J C CHAPMAN; P J DOWLING; W G CURTIN © Thomas Telford and ICE 1992 IMPERIAL COLLEGE SIMPLE SUPPORTED IMPERFECT COLUMNS FORMULATION SIMPLIFIED MODELS DESIGN TRANSVERSE ELASTIC RESTRAINT SUPPORTS REACTIONS EFFECT SPANS RATIOS STIFFNESS IMPERFECTIONS...

... DAMAGE DECKS FATIGUE LIFE LIFE DAMPING RESURFACING WIND EFFECT LOADING LOADS HIGHWAYS SHIPS COLLISIONS PIERS VIADUCTS ANCHORAGES Strengthening and refurbishmenotf Severn Crossing Part 5: other background research and development A . R. Flint,OBE, BSc,PhD, FEng, FICE9FIStructE, FCGI...