... 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, 1991,91, Sept.,495-516 PAPER 9745...

...H DUEN; D HO; H L CHI; C H LIU; BS 5400 © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY MANCHESTER UNIVERSITY TEMPERATURE DISTRIBUTION CONCRETE BRIDGES DECKS UNSURFACED MONITORING MATHEMATICAL MODELS ONE DIMENSIONAL HEAT FLOW CALIBRATION THERMAL INFLUENCE FORMS...

..., emphasis was placed on determining the influence of themeandepth,bedslopeandverticalscaledistortion on thetidalcurrent structure at meanwaterlevel,for bothebband floodtides,andonthetidalexchange characteristics at the endof four tidal cycles. Velocity distributions were measured along the centre...

...P GOODWIN; R A DENTON; UNISTAGEOSUR UNITED STATES USA NORTH AMERICA SACRAMENTO R CALIFORNIA SEASONAL INFLUENCE SEDIMENTS TRANSPORT CHARACTERISTICS RIVERS FIELD MEASUREMENT SUSPENDED STREAMFLOW DATA GEOLOGY SURVEYS QUANTITY DISCHARGES VARIATIONS MAGNITUDE FLOW...

...U A GIRHAMMAR; V K A GOPU SWEDEN ROYAL INSTITUTE OF TECHNOLOGY STOCKHOLM ROYAL INSTITUTE OF TECHNOLOGY LOUISIANA STATE UNIVERS ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS...

...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...

.... The model type was that of a slab panel comprising two edge columns with a rotational restraint system applied to the longitudinal slab edges. This degree of control on the boundary conditions ensured accurate simulation of the prototype structure. The test programme studied the influence of lateral cyclic...

... 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...

...RT MURRAY; DM FARRAR; TRRL © Thomas Telford and ICE 1990 TRANSPORT AND ROAD RESEARCH LABORATORY TRRL M25 WALLS LATERAL FILL GROUND TIES FOUNDATIONS TENSION INSTRUMENTATION STRAIN REINFORCED MOTORWAYS VERTICAL SETTLEMENT CONDITIONS RODS INFLUENCE UNITS MOVEMENT...

...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...

... TENDERS COMPETITION DESIGN AND BUILD DOCUMENTATION ASSESSMENT DECKS CONSORTIA CONTRACTORS CONSTRUCTION SITES MANAGEMENT INSPECTION WIND STEELWORK DISTURBANCE INFLUENCE PROTECTIVE SYSTEMS JOINTS COMBINED WELDING BOLTING ROUTES ALTERNATIVE SITE INVESTIGATION GEOLOGY PROPOSALS...

... LOADS FACTORS OBJECTIVES SUPPORTS COLUMNS TRANSFER INFLUENCE CRANES LATERAL FORCES PROBLEMS WIND TUNNELS ANALYSIS MODIFIED TEMPORARY CONDITIONS FINITE ELEMENTS SOLUTIONS PROCEDURE OUTPUT OPERATION SPEED ACCURACY WORKING ENVIRONMENT SITES PERFORMANCE NATWEST LONDON CITY...

...WJ MCCARTER; MC FORDE; HW WHITTINGTON; T SIMONS HERIOT WATT UNIVERSITY EDINBURGH UNIVERSITY BLYTH AND BLYTH ELECTRICAL RESISTIVITY CHARACTERISTICS CONCRETE AIR ENTRAINED INFLUENCE MIX RATIOS ENVIRONMENT TIME PROPERTIES SPECIMENS COMPACTED DATA EXPERIMENTAL VOLUME VOIDS...

...HSH THOMAS BUILDING RESEARCH ESTABLISHMENT BEHAVIOUR TUNNELS LONDON CLAY PILOT NARROW HORIZONTAL HOOP STRESS MEASUREMENT DIAMETER BENDING DATA INFLUENCE MECHANISMS STRUCTURAL EXCAVATING UNLOADING CLAYS LOADS SUBSIDENCE UNDERGROUND RAILWAYS LONDON UK ©...

...V KRISTEK; J STUDNICKA © Thomas Telford and ICE 1982 PRAGUE TECHNICAL UNIVERSITY ANALYSIS COMPOSITE GIRDERS DEFORMATION CONNECTORS BEAMS STEEL CONCRETE DECKS FLANGES INFLUENCE CONNECTIONS STRESS STATE DEFLECTION THEORY METHODS FOLDED PLATES STUDIES PARAMETRIC...