...R A FALCONER; Y GUOPING; G YU EFFECT DEPTH BEDS SLOPES SCALING TIDAL CURRENTS TIDES EXCHANGE LABORATORIES MODELS HARBOURS VELOCITY DISTRIBUTION COEFFICIENTS PHYSICAL SINGLE ASYMMETRIC ENTRANCES SHAPE CONDITIONS TESTS INFLUENCE MEAN VERTICAL SCALE DISTORTION EBB...

... 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...

... mathematical model based on one-dimensional heatflow was established. The model was calibrated by comparing the statisticosf the calculatedand measured results. On thebasis of theestablishedmathematicalmodel,extremevalues of variousthermal parameters can be calculated. Influence of the form of construction...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA © Thomas Telford and ICE 1991 BRADFORD UNIVERSITY PHILLIP WILLIAMS UNITED STATES GEOLOGICAL SURVEY UNISTAGEOSUR CONTRACOSTA WATER SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS...

...U A GIRHAMMAR; V K A GOPU ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS APPROXIMATE FORMULAE MAGNIFICATION CALCULATIONS MEMBERS SECOND ORDER APPLICABILITY DESIGN UNCRACKED SIMPLE...

...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...

... COUPLED ITERATIVE EQUATIONS RADIUS INFLUENCE PARTITIONING UNCOUPLED LOADS Proc. Instn Civ. Engrs, Part 2, 1990, 89, Dec., 471494 PAPER 9624 STRUCTURAL ENGGRIONUEEPRING Elastic solutions for large matrix probleimn s foundation interaction analysis J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE...

... CONTROL BOUNDARIES CONDITIONS SIMULATION PROTOTYPES INFLUENCE DEFORMATION CHARACTERISTICS CAPACITY CONNECTIONS ASPECT RATIOS REINFORCEMENT SIZE STRUCTURAL METHODS SHEARHEADS SHEAR HEADS FAILURES PREDICTION FLOORS WALLS SELECTION PATTERNS DEFLECTION RESPONSES RESEARCH Proc...

... of a reinforced soil wall constructed over poor ground on the M25 motorway at Waltham Cross. The study showed that the lateral and vertical earth pressures directly behind the facing were much less than would be produced by the weight of overburden. This behaviour was attributed to the influence of backfill...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

...M PRICE; DW REED; GF READ © Thomas Telford and ICE 1989 UMIST MANCHESTER UNIVERSITY DERELICT INFLUENCE URBAN LEVELS SEWERS COLLAPSE PRESSURE MAINS DRAINAGE CONURBATIONS INFILTRATION LEAKAGE GROUNDWATER WATER SEWERAGE PORE MANCHESTER UK Proc. Instn...

...JJ BROOKS; AE GAMBLE © Thomas Telford and ICE 1989 LEEDS UNIVERSITY INFLUENCE CYCLIC HUMIDITY TIME DEPENDENT BEHAVIOUR POST TENSIONED CONCRETE BEAMS PERFORMANCE CONSTANT STORAGE REDUCTION SHRINKAGE CREEP LOSS PRESTRESS CAMBER DEFLECTION LOADS GROUTING TENDONS...

...M PRICE; DW REED © Thomas Telford and ICE 1989 BRITISH GEOLOGICAL SURVEY INSTITUTE OF HYDROLOGY INFLUENCE LEAKAGE MAINS URBAN DRAINAGE GROUNDWATER LEVELS CONURBATIONS CITIES AQUIFERS SANDSTONE FACTORS ABSTRACTION WATER RECOVERY REDUCTION NATURAL INFILTRATION RATE...

... TABLES GRAINS SIZE TIME PREDICTION ACCURACY DESIGN CASES STATISTICS METHODS SUBGRADE COMPRESSIBILITY CALCULATIONS LAYERS THICKNESS SUBMERGENCE MEASUREMENT OVERBURDEN OEDOMETERS PLATES INFLUENCE DEPENDENT STRUCTURES GEOLOGY WATER TABLE Proc. Instn Ciu. Engrs, Part 1, 1985,78...

...IW DAND; EC BOWERS; CA RHODES; GBM OLIVER; RINA © Thomas Telford and ICE 1984 ROYAL INSTITUTION OF NAVAL ARCHITECTS NAUTICAL INSTITUTE NMI HYDRAULICS RESEARCH RINA INFLUENCE SHIPS DESIGN PORTS FUTURE WATER ENVIRONMENT SHALLOW CHANNELS TURNING BASINS APPROACHES...

... of the unusual features of the bridge are discussed including the disturbing influence of the wind on the navigationspan,theprotectivesystemadoptedforsteelworkandthe use of combined welding and bolting for site joints. Feasibility Introduction TheScottishDevelopmentDepartment(SDD)instructedCrouch and Hogg...

... wall of the National Westminster Tower. It explains the factors precluding conventional slipforming; the objectives in devising the climbing platform method; the basic concepts of the method; and the support column design and methods of load transfer. The influence on the rig of the three tower cranes...

...WJ MCCARTER; MC FORDE; HW WHITTINGTON; T SIMONS © Thomas Telford and ICE 1983 HERIOT WATT UNIVERSITY EDINBURGH UNIVERSITY BLYTH AND BLYTH ELECTRICAL RESISTIVITY CHARACTERISTICS CONCRETE AIR ENTRAINED INFLUENCE MIX RATIOS ENVIRONMENT TIME PROPERTIES SPECIMENS COMPACTED...

... to see if they throw any light on the early stress history of a tunnel or suggest any lines for future experiment should the opportunityarise. Influence of the pilot tunnels 21. Firstly, it is necessary to consider wh;?t factors have been introducedby the pilot tunnels themselves. The lining on which...

...V KRISTEK; J STUDNICKA ANALYSIS COMPOSITE GIRDERS DEFORMATION CONNECTORS BEAMS STEEL CONCRETE DECKS FLANGES INFLUENCE CONNECTIONS STRESS STATE DEFLECTION THEORY METHODS FOLDED PLATES STUDIES PARAMETRIC DESIGN BEHAVIOUR SHEAR LAG COMPUTERS DIGITAL MATRICES MATRIX...