...N H COTTMAN; G R MCKAY; C VAN BEESTEN; M J KENN © Thomas Telford and ICE 1991 BRIDGES CULVERTS REDUCED SIZE COSTS USE FLOW TRANSITION STREAMLINED FROUDE NUMBERS CONSTANT FLOODS RELIEF STRUCTURES DISCHARGES DRAINAGE DEBRIS REDUCTION Proc. Instn Civ. Engrs, Part 1,1991...

...M Z AHMAD; T K DATTA © Thomas Telford and ICE 1989 MINIMUM FLAT POINTS DESIGN TRANSFER PROBLEMS CAPACITY STATIC COEFFICIENTS PANELS TRANSMISSION REINFORCEMENT SLABS SUPPORTS CONSTANT TWISTLESS MOMENTS STRIP KINEMATICS ULTIMATE DISPLACEMENT VOLUME SOLUTIONS PLASTIC...

...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...

... UNIFORM SEDIMENTATION TANKS EXPERIMENTS TRANSVERSE BANKING WALLS CENTRELINE EFFECT POSITIONING CONSTANT DISCHARGES SYMMETRICAL ELEVATIONS WIDNES UK Proc. Instn Cio. Engrs, Part 2,1989,87, June, 271-288 TECNHONTICEAL 519 WATER ENGINGEREROIUNPG Effect of bed superelevation...

... FINITE ELEMENTS TECHNIQUES FACTORS METHODS PREDICTION IN PLANE WALLS ANALYSIS SHEAR FRAMES BEAMS COMPOSITE MODES MATERIALS MORTAR PLANE WEAKNESS RESEARCH EXPERIMENTS CONSTANT VALUE TENSION IDEALISED FACTORS PROPERTIES APPROXIMATION Proc. Znstn Cio. Engrs, Part 2,1985,79, June...

... PREPARATION CONSTANT FIELDS RATE SOILS SATURATION LAYERS EVAPORATION PERCOLATION MAINTENANCE TRANSPLANTING GROWTH CROPS RAINFALL CALCULATIONS STORAGE LOSS EFFICIENCY DISTRIBUTION SYSTEMS PLANTING WATERING SCHEDULES GOLONGANS CONTINUOUS ROTATIONAL TROPICS COUNTRIES DEVELOPING...

... SUPERCRITICAL TOES TESTS QUASI POTENTIAL REGIONS DEPTH CONSTANT OUTLETS LATERAL DISCHARGES HYDRAULIC JUMP BEDS SEPARATION WAVES PATTERNS VELOCITY PROFILES MEAN CHARACTERISTICS TWO DIMENSIONAL CLASSICAL STREAMS IMPINGEMENT CONFIGURATION RESEARCH HORIZONTAL CHANNELS PLANE FORCED...

...B BHATTACHARYYA; VZ VLASOV © Thomas Telford and ICE 1982 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...

... SMALL SCALE EFFLUENT OXYGEN CALCULATIONS PATTERNS FIRST ORDER CONDITIONS BACTERIAL ORGANISMS TEMPERATURE EQUATIONS STABILISATION AREAS PILOT TREATMENT ORGANIC DRUMS MEASUREMENT DEMAND REMOVAL EXPRESSION CONSTANT OPTIMUM PATHOGENIC FACTORS BOD BIOLOGICAL NIGERIA AFRICA...

... HYDRAULIC DEVICES CONSTANT UPSTREAM WATER LEVELS DESIGN FACTORS FLOODS FLOW CRUMP WEIRS ENTRAINMENT EVACUATION HUNTING SURGING SYSTEMS WEIRS SUBATMOSPHERIC EYEBROOK Proc. Instn Cio. Engrs, Part 2, 1980, 69, Sept., 687-706 8351 full-sTchaele behaviour of air-regulated siphon...

...W DUNCAN; T JOHNARRY; RJ COPE; PV RAO LIVERPOOL UNIVERSITY STUDIES CONSTANT STIFFNESS METHODS NON LINEAR ANALYSIS CONCRETE STRUCTURES EQUILIBRIUM MODELLING MATERIALS MODELS PROPERTIES CRACKS CONVERGENCE CONCRETE TENSION LOADS © Thomas Telford and ICE 1980 Proc...

... METHODS SHAPE SURFACES CONSTANT CALCULATIONS SHEETS LINEAR COMPUTERS TWO DIMENSIONAL MODIFICATION Proc. lnstn Civ. Engrs, Part 2, 1980, 69, Mar., 63-71 8288 Inertia of a general cylinder in an arbitrary flow configuration A method is described for calculating inertia and other forces...

...W DUNCAN; T JOHNARRY © Thomas Telford and ICE 1979 STRATHCLYDE UNIVERSITY STUDIES CONSTANT STIFFNESS METHODS NON LINEAR ANALYSIS CONCRETE STRUCTURES STABLE MATRIX MATRICES STRESS STATIC EQUILIBRIUM FORMULATION SECANT LOADS LINEARISED INCREMENTAL STRAIN ITERATIVE...

... CONDITIONS UNIFORM DISTRIBUTION COMPUTERS CALCULATIONS DISCRETE ACCURACY THEORY AXIAL DEFORMATION CONSTANT COEFFICIENTS SYMMETRICAL FOURTH ORDER ELEMENTS BASES LATERAL LOADS © Thomas Telford and ICE 1979 Pror. Jnsrn Civ. Engrs, Part 2, 1979, 67, Sept., 589-596 8174 beItnwtereanction...

... developing roughness. In order to achieve a smooth transitionfrom the regime of developing roughness to the fully rough regime, it is necessary to have an expression describing the growth of the roughness characteristics. Using the observation of Wu' that the sea surface roughness tends to a constant value...

...A KUMAR; CHEZY; BRESSE © Thomas Telford and ICE 1978 SHEFFIELD CITY UNIVERSITY INTEGRAL VARIED TRIANGULAR STANDARD FRICTION COEFFICIENTS WIDE SLOPES FUNCTIONS SOLUTIONS EQUATIONS CHANNELS SECTIONS LOSS CONSTANT PROCEDURE SURFACE VARIATIONS GRADUALLY RECTANGULAR...

...SV CHITALE; G LACEY © Thomas Telford and ICE 1977 POONA CENTRAL WATER & POWER RES. STATION SYMPATHETIC REGIMES FORMULAE PARAMETERS SLOPES SIZE REDUCTION TRAINING WORKS PHYSICAL DATA CHANGE DEVIATION WIDTH BEDS OPERATIVE REDUCED HYDRAULIC PARAMETRIC CONSTANT...

... to simulate reinforcement,liners,prestressingcablesandjackets.Thesefeatures were incor- porated into incremental non-linear finite element programs which embraced both variable and constant stiffness methods of solution. Several realistic concrete struc- tures are analysed and the solutions are compared...

...OC ZEINKIEWICZ; JJM TOO; FOURIER © Thomas Telford and ICE 1972 WALES UNIVERSITY SWANSEA FINITE BOX SIMPLE SERIES STUDIES CONSTANT TWO DIMENSIONAL CONCRETE PRISMS BRIDGES SUPPORTS FINITE ELEMENTS THREE DIMENSIONAL CURVED ENERGY LOADS THICK EXPANSION STRUCTURES...

...AM HASOFER © Thomas Telford and ICE 1972 NEW SOUTH WALES UNIVERSITY WIND STATISTICS VELOCITY GAUSSIAN RESPONSES CONSTANT STRUCTURES DISTRIBUTION CALCULATIONS LOADS STOCHASTIC DIFFERENTIAL COEFFICIENTS CHARACTERISTICS MAGNITUDE STRESS DESIGN RECORDS SPECIMENS...