... 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...

... CHARACTERISTICS ASPECT PROBLEMS DIFFERENTIAL LABORATORIES MODELLING TRANSPORT NUMERICAL STUDIES CIRCULATION IDEALISED RATIOS COEFFICIENTS EQUATIONS VELOCITY Proc. lnstn Cio. Enyrs, Part 2, 1990,89, Mar., 15-38 PAPER 9472 Some observations on nested modelling of flow and solute transport...

...R SEN; BS 5400 © Thomas Telford and ICE 1986 SOUTH FLORIDA UNIVERSITY TAMPA CODES PRACTICE STRENGTH DESIGN ULTIMATE STEEL BRIDGES EVALUATION FAILURES RULES PLATES TRANSVERSE STIFFENED LOADS TESTS PROPORTIONS RATIOS ASPECT WEBS SLENDERNESS PRACTICAL STUDIES...

...O VILNAY © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF BUCKLING MASONRY ARCHES VOUSSOIRS WEDGE SHAPED LOADS BLOCKS ENERGY METHODS CONDITIONS RIGID INFINITE PARAMETERS RATIOS GEOMETRY ASPECT WIDTH SPANS STABILITY UNSTABLE PARABOLIC UNIFORM DISTRIBUTION...

...)* An equilibriumsolutionforpredictingtheultimatecapacity of plategirdershavingrec- tangular cut-outs is presented and is based on the post-buckled strength of webs in shear. Ultimate strength tests on thin-walled webs containing a rectangular cut-out are also presented. The parameters varied included the plate-aspect ratio, web slenderness and the size...

...B BHATTACHARYYA; VZ VLASOV DAMODAR VALLEY CORPORATION CALCUTTA DYNAMICS COEFFICIENTS PLATES STRIP LOADS MOVING BEHAVIOUR TWO PARAMETRIC LAYERED FOUNDATIONS SYMMETRICAL AXIS VELOCITY CONSTANT IN PLANE FORCES ASPECT RATIOS MODELS ELASTIC COMPRESSIBLE MATERIALS...

...KHM ALI; D PATEMAN © Thomas Telford and ICE 1980 LIVERPOOL UNIVERSITY THEORY AIR REGULATED REGULATED AIR FLOW SECTIONS HEADS DEPTH ASPECT DISTRIBUTION UPSTREAM APPROXIMATE EXPERIMENTAL SIPHONS IRROTATIONAL SHAPE LIPS CURVES PRESSURE MODELS EFFICIENCY RATIOS...

..., rectangularplatesispresented.TheanalysisisbasedonMindlin sthick-plateequilibrium equations and the two-dimensional form of the Hube-Mises yield criterion. Dimensionless first yield loads and associated plate centre deflexions are presented for three plate thickness ratios, three lateral load distributions and a range of plate aspect ratios. plate...

...BP SINHA; POISSON; MD LOFTUS; R TEMPLE © Thomas Telford and ICE 1979 EDINBURGH UNIVERSITY LOTHIAN REGIONAL COUNCIL BUTLER BUILDINGS LATERAL BRICKWORK RATIOS SIMPLE METHODS ELASTIC ORTHOTROPIC JOINTS FLEXURAL BONDED ARRANGEMENT PRESSURE STRENGTH PANELS ASPECT...

... IMPROVEMENT FLUOROMETRY TEMPERATURE INVESTIGATIONS WATER VERTICAL METHODS SIZE FIELD MEASUREMENT SURFACE DYES RHODAMINE ASPECT LIVERPOOL UK Proc. Instn Civ. Engrs, Part 2, 1978, 65, Mar., 129-161 8089 A scale moindveel stigation of thecirculation in reservoirs The Paper describeasn...

...BJB GAULD; DM SYKES © Thomas Telford and ICE 1978 KINGSTON POLYTECHNIC CITY UNIVERSITY LONDON SENSITIVITY TURBULENCE MODELLING TESTS PRISMS ASPECT REATTACHMENT GRIDS LOW ARCHITECTURAL AIR INTENSITY WIND TUNNELS ISOLATED RATIOS BASES LATTICE MODELS FLOW SCALE...

...JK WHITE; JA CHARLTON; CAW RAMSEY © Thomas Telford and ICE 1972 KINGS COLLEGE DUNDEE UNIVERSITY BINNIE DESIGN STREAMS SIMPLE WATER SUPPLY GEOMETRY BARS FLOW HYDRAULIC MODELS CHARACTERISTICS LOW CONTROL ASPECT INTAKES DIVERSION STRUCTURES RELATIONS TESTS THEORY...

... from the requirements of perfect clamping which still occurred.Theresults of thetests are compared with theoreticalpredictions,and their use in the design of plate structures is discussed. Notation 2a, 2b B h E V 00 4 WO 6, b sides of the rectangular plate(b>a) aspect ratio (=a/b) thickness Young's...

...B RICHMOND © Thomas Telford and ICE 1961 NORTHAMPTON COLLEGE OF ADVANCED TECHNOLO APPROXIMATE BUCKLING MULTI STIFFENED RECTANGULAR PLATES BENDING COMPRESSION METHODS CALCULATIONS LOADS SUPPORTS STIFFENED TRANSVERSE LONGITUDINAL STIFFENERS ENERGY LOADING ASPECT...