...M M ALLAM; K S SUBBA RAO; B V V SUBRAMANYA; WINKLER FRAMES SOILS INTERACTION SPRINGS WINKLER SPRINGS MODELS SUPPORT LINEAR ELASTICITY FRAMED SOIL STRUCTURE ANALYSIS ELASTIC HALF SPACE CONTINUUM BEAMS FOUNDATIONS RELATIVE STIFFNESS RATIOS VARIATIONS INTERACTIVE OPEN PLANE...

...FR MOUDARRES; A COULL © Thomas Telford and ICE 1985 GLASGOW UNIVERSITY ALEPPO UNIVERSITY SYRIA VIBRATIONS OUTRIGGERS BRACING STRUCTURES FIELD TRANSFER MATRIX MATRICES TECHNIQUES NATURAL FREQUENCY TALL EFFECT BENDING SHEAR INERTIA ROTATORY ANALYSIS RELATIVE...

...JK BUNGEY; MW BRAESTRUP; AJ CHABOWSKI; DW BRYDEN SMITH; BRE; COULOMB DENMARK TECHNICAL UNIVERSITY BRE BUILDING RESEARCH ESTABLISHMENT CONCRETE STRENGTH PULL OUT TESTS WEDGES ANCHORS BOLTS COMPRESSIVE FAILURES ANGLES FRICTION SLIDING SCATTER FORCES TENSILE RELATIVE...

...LA KUBIK © Thomas Telford and ICE 1980 PROPERTY SERVICES AGENCY PSA PREDICTION CONCRETE WEBS MODELS SHEAR ULTIMATE LOADS SYMMETRICAL ANALYSIS BLOCKS MOMENTS STRENGTH DEEP OPENINGS DEFORMATION SPANS FLEXURAL METHODS TOP PREMATURE RELATIVE HINGES REINFORCED...

...DA ERVINE; E MCKEOGH; EM ELSAWY EFFECT RATE PLUNGING CIRCULAR RELATIVE DISTURBANCE PROPORTIONS HYDRODYNAMICS ROUGHNESS MECHANISMS TURBULENT STRUCTURE TURBULENCE AIR WATER VELOCITY BREAK UP GROWTH PREDICTION UNDULATIONS AERODYNAMICS APPARATUS FLOW INTENSITY ENTRAINMENT...

...AW IRWIN; AB AFSHAR © Thomas Telford and ICE 1979 HERIOT WATT UNIVERSITY FILL PERFORMANCE FRAMES LOADS MATERIALS STRENGTH UNITS BLOCKS PLAIN STEEL FIBRES CLADDING REINFORCED INFILL IN PLANE RELATIVE ELASTOPLASTIC COMBINATIONS EXPANDED MICROCONCRETE MESHES CEMENT...

...AK JAIN © Thomas Telford and ICE 1978 MICHIGAN UNIVERSITY TESTS SPLITTING TENSILE EXPERIMENTS SPECIMENS SAND BONDED ISOPARAMETRIC STRAIN COEFFICIENTS MASONRY BRICKS SHEAR STRENGTH DESIGN PORTLAND LIME SURFACES STRESS PLANE VARIATIONS COUPLETS RELATIVE MORTAR...

..., orthotropic reinforcement and relative negative moment capacity. Valueosf these variables for the optimum utilization of given moment capacity are also indicated. breadth of footing distance to the centre of a column from the short edge of the footing influence factors ratio of negative steel capacityto...

...B STAFFORD SMITH; JR RIDDINGTON © Thomas Telford and ICE 1977 PSA PROPERTY SERVICES AGENCY COMPOSITE WALLS STUDIES STRUCTURAL PROBLEMS FINITE ELEMENTS BENDING DISTRIBUTION RELATIVE FACTORS FORCES METHODS INFLUENCE BEHAVIOUR BEAMS STRUCTURES ARCHING VALUE STRESS...

...JA HOOPER © Thomas Telford and ICE 1976 OVE ARUP EFFECT DIFFERENTIAL REINFORCED BENDING ESTIMATING UNIFORM ANALYSIS FLEXURAL RAFTS CONCRETE MOMENTS MAGNITUDE CIRCULAR RELATIVE CRACKING SETTLEMENT FOUNDATIONS METHODS LOADS NUMERICAL STIFFNESS Proc. Instn Ciu...

...HO PHELPS; DARCY; REYNOLDS © Thomas Telford and ICE 1975 WEST INDIES UNIVERSITY FRICTION SHEET SURFACES MATHEMATICS MODELLING TRANSITION TURBULENT SPECIFICATIONS SIZE RATIOS COEFFICIENTS FLOW MODELS RUNOFF ROUGHNESS RELATIVE INSTABILITY EQUATIONS SHAPE FROUDE...

... OVERSEAS PROBLEMS CROSSINGS ROADS TUNNELS BRIDGES COUNTRIES DEVELOPING STUDIES PLANNING ESTIMATING METHODS INVESTIGATIONS FERRIES GROWTH TRANSPORT CITIES VEHICLES RELATIVE IMPEDANCE PASSENGERS TRANSPORTATION JOURNEYS TRIPS RESEARCH HONG KONG HONG KONG ASIA Discussion...

...;concrete androckare assumed to beequallyelastic. Theload is applied by mercury and stresses are measured with electrical-resistance gauges. (3) Tests of heterogeneous plaster models in which the relative elasticities of different rock types and concrete are simulated. Comparisons are made with results from...

... METHODS RELATIVE PROPORTIONS SPECIFIC VOLUME RATIOS COMPACTED APPLICATIONS PARTICLES SIZE DISTRIBUTION COMPRESSIVE OPTIMUM CONTENT PROPERTIES Paper No. 6404 RATIONAL CONCRETE MIX DESIGN by Barry Peter Hughes, Ph.D., B Grad.1.C.E. Design Engineer, John Laing & Son Limited For written...