...R J BRIDLE; T G HUGHES; M J BLACKLER; P C DAS; W J HARVEY; E MARKLAND; F W SMITH; CASTIGLIANO © Thomas Telford and ICE 1991 ENERGY METHODS ARCHES BRIDGES ANALYSIS ELASTIC NON LINEAR MASONRY BEHAVIOUR DEAD LOADS COLLAPSE COMPUTERS TENSILE STRESS STRENGTH MECHANISMS...

...SG WALLIS; PC YOUNG; KJ BEVEN © Thomas Telford and ICE 1989 HERIOT WATT UNIVERSITY LANCASTER UNIVERSITY Proc. Instn Ciu.Engrs, Part 2,1989,87, Mar., 1-22 PAPER 9335 WATERGERNOGUIPNEERING Experimental investigationof the aggregated dead zone modelfor longitudinal solute transport...

... TORSION RESTRAINT DESIGN CONSTRUCTION MODELS PRESTRESSED CONCRETE BOX GIRDERS BRIDGES BIFURCATION MATERIALS METHODS PROCEDURE INSTRUMENTATION PROCESSING SYSTEMS INCREMENTAL DEAD HISTORY SCALE Proc. Instn Civ. Engrs, Part 2,1985,79, Sept.,439454 PAPER 8899 STRUCTURAL ENGGRIONUEEPRING...

... CONDITIONS BOUNDARY VALUES PROGRAMS PROFILES SURGES BARRIERS WATER SOLUTIONS DRY BURSTS FINITE DIFFERENCE SYSTEMS DOWNSTREAM CONTAINERS FUNCTIONS TURBULENT ROUGHNESS OBSERVATIONS EXPERIMENTAL INITIAL DEAD COMPUTERS REMOVAL SHALLOW BODIES EQUATIONS BEDS PROCEDURE MOBILE PLANE...

...JM TOWNSON; ME DAVIES; P MATSOUKIS NUMERICAL SIMULATION CHANNELS TIDES METHODS CHARACTERISTICS SPACES COASTS REPRESENTATION EFFECT DEAD BARRAGES REGIMES EQUATIONS HIERARCHY LINEAR MODELS NON LINEAR FINITE DIFFERENCE NODES DISPLACEMENT NODAL ACTION BOUNDARIES ENTRANCES...

...AN BEAL; J HEYMAN; WB CRANSTON; DJ ADLER; B SIMPSON; DW SMITH; S REVESS; K SRISKANDAN; DD CROFT; ATH SWINNEY; NC TRAIN; E DORE; JE GRAY; AP FAWCETT; CJ DEWHURST; MJ BAKER; L CRYSTAL; F WALLEY; COCHRA © Thomas Telford and ICE 1980 LOADS DEAD LIMIT STATE SAFETY PLASTIC PARTIAL STEEL...

... a dead end exists downstream, the dam-burst positive wave front under- goes a series of reflections fromthis downstreamdead end and from the upstream reservoir wall, and eventually theoscillations aredampedout by friction at thebed. Reflection of thefront waves can relate to suchcommon circumstances...

...E LIGHTFOOT; GL HUTCHINSON © Thomas Telford and ICE 1979 PEMBROKE COLLEGE KINGS COLLEGE OXFORD UNIVERSITY OPTIMUM DESIGN ARCHES BRIDGES PROFILES HINGES ABUTMENTS CROWNS RIBS DEPTH MATERIALS GRADES ACTION TRUSSES LOADS STRESS TEMPERATURE LIVE DEAD EFFECT TRAFFIC...

...AN BEAL; CP 110 © Thomas Telford and ICE 1979 W G CURTIN LOADS ANALYSIS PRACTICE PROBABILITY WORKING FACTORS METHODS THEORY DEAD PROBLEMS SAFETY DESIGN CODES STRUCTURAL VARIATIONS STRESS ERRORS Proc. Instn Ciu. Engrs, Part 1, 1979, 66,Nov., 595-604 8273 What s...

...AK KAR © Thomas Telford and ICE 1979 KEW GARDENS NEW YORK STRUCTURAL STABILITY FORCES EFFECT RIGID PHYSICAL PRIMARY INEFFECTIVE DYNAMICS IDEALISATION SMALL IDEALISED OVERTURNING DEAD STABILISING RIGHTING STRUCTURES MODELS MATHEMATICS MODES DESTABILISING...

... exhibitsimilaraeroelasticphenomena.Themethodrequiresasinitial data theequi- librium geometry of the suspension bridge. The deflexionsaosfuspension bridge in the erection condition from the complete bridge dead load geomaerteryusually in the finite deflexion range. A method of determining the equilibrium geometry of the bridge in the erection condition using...

... CONSTRUCTION GRAVITY METHODS DEAD EVALUATION SOLUTIONS PRESSURE PROPERTIES Proc Insrn Civ. Engrs, Part 2, 1975, 59, June, 223-235 7769 Arch dam construction stresses due to hydrostatic and gravity loads G.A. HARTLEY, PhD* G. M. McNEICE, PhD* A simple application ofthe finite element method...

...M S TROITSKY; B E LAZAR MODELS BRIDGES BEHAVIOUR DISPLACEMENT LIVE FORCES LINES AXIAL COMPUTERS ANALYSIS CABLE STAYED INTERNAL LOADS CABLES STAYS INSTRUMENTATION SIMILITUDE DESIGN NON LINEAR STRESS DEAD POST TENSIONING INFLUENCE DATA THEORY SIR GEORGE WILLIAMS...

...D W MARTIN; J S MADDOCK; W E SCRIVEN; R F RISH © Thomas Telford and ICE 1965 TASMANIA UNIVERSITY MEMBRANES DISPLACEMENT HYPERBOLIC COOLING TOWERS WIND LOADS DEAD LOADING BUCKLING THEORY Discussion on Paper No. 6732* Membrane displacements in hyperbolic cooling towers...

... criteria along with the limit equilibrium conditions, but leaving the compatibility problem to a separate investigation.Basicconcepts and features of OLD procedures are outlined and then are applied to reinforced- concrete continuous beamswith equal spans.Combined loading schemes, including a standing dead...

...D W MARTIN; J S MADDOCK; W E SCRIVEN; CEGB Paper No. 6732 MEMBRANEDJSPLACEMENTS IN HYPERBOLIC COOLING TOWERS DUE TO WIND- AND DEAD-LOADING by David Warwick Martin, M.A., D.Phil. Principal Scientific Officer, National Physical Laboratory Jean Sonia Maddock Scientific Assistant, National Physical...

...D W MARTINM; W E SCRIVEN © Thomas Telford and ICE 1961 NATIONAL PHYSICAL LABORATORY J L KIER MEMBRANES STRESS HYPERBOLIC COOLING TOWERS WIND DEAD LOADS NUMERICAL INTEGRATION COMPUTERS CALCULATIONS FORCES EQUATIONS SHELLS EDGES BOUNDARIES CONDITIONS Paper No. 6512...

...D A GODFREY; E R BRYAN; J C SIMMONS © Thomas Telford and ICE 1960 ENGLISH ELECTRIC CALCULATED OBSERVATIONS CALCULATIONS EFFECT DEAD LOADS DYNAMICS CRANES FRAMEWORK WORKSHOPS BUILDINGS SHEETING ROOFS STIFFENING TENSION 288 DISCUSSION ON m CALCULATED AND OBSERVED...

...D A GODFREY; E R BRYAN; ICI; BS 449 IMPERIAL CHEMICAL INDUSTRIES ICI CALCULATIONS OBSERVATIONS EFFECT DEAD LOADS DYNAMICS CRANES FRAMEWORK WORKSHOPS BUILDINGS STEEL FRAMES MULTIBAY MODELS STRAIN MEASUREMENT RESISTANCE ACOUSTICS GAUGES BAYS BENDING MOMENTS SHEETING...