.... With reference to 54, we concur with Dr Pandey that the provision of even some intermittent shear connectors could significantly increase the stiffness and strength of the infilled frames, and that the shear connectors are very costeffective. Our experience has demonstrated that shear connectors amounting...

...K H M ALI; K GEORGIADIS © Thomas Telford and ICE 1991 LIVERPOOL UNIVERSITY LAMINAR MOTION FLUIDS MUD EXPERIMENTS FLOW FORMATION CONDITIONS CONCENTRATION CHANNELS SLOPES MEASUREMENT VELOCITY THICKNESS ELEVATIONS DENSITY SEDIMENTS ANALYSIS PREDICTION THEORY MOVEMENT...

...L A MARTIN; W R C MYERS; MANNING; DARCY WEISBACH © Thomas Telford and ICE 1991 I G DORAN ULSTER UNIVERSITY AT JORDANSTOWN MEASUREMENT OVERBANK FLOW COMPOUND RIVERS CHANNELS EXPERIMENTS VELOCITY DISTRIBUTION DISCHARGES FLOOD PLAINS MOMENTUM TRANSFER CAPACITY RESISTANCE...

...A J CHADWICK © Thomas Telford and ICE 1991 BRIGHTON POLYTECHNIC UNSTEADY FLOW BOREHOLES MODELS SEDIMENTS TRANSPORT BROKEN WAVES PROPERTIES CALIBRATION TESTING NUMERICAL TESTS EXTERNAL PARAMETERS LONGSHORE FIELD DATA EXPERIMENTS ALGEBRAIC COMPUTERS ALGORITHMS...

... reported here. In this respect, the 10% fines value is misleading.' 45. The mechanicalbehaviour of FBA underload was found to be at least equal to sand and gravels with respect to elastic stiffness, and superior to those materials with respect to shear strength and deformation resistance. From experi- ence...

... FLOODS CHARACTERISTICS GROSS EFFECT INCREASES VERIFICATION DATA NUMERICAL HYDRODYNAMICS WATER QUALITY LONG TERM RESEARCH IDEALISED GEOMETRIC KINEMATICS EXPERIMENTS ANALYSIS PROCEDURE THEORY NON DIMENSIONAL UK USA UNITED STATES © Thomas Telford and ICE 1991 BRADFORD...

... LOADS SIMPLE METHODS PREDICTION STRENGTH BEHAVIOUR WARPING EXPERIMENTS CALCULATIONS INSTRUMENTATION ECCENTRIC DEFLECTION TRANSVERSE ROTATION STRAIN CRACKS PATTERNS CIRCULATORY Proc. Instn Ciu. Engrs, Part 2,1991, 91, Sept., 577-592 PAPER 9708 STRUCTURBAULILDAINNDG BOARD Prestressed...

... COMPONENTS EXPERIMENTS CONCRETE CYLINDERS SANDWICH PARAMETRIC STUDIES DESIGN REGULATIONS FORMULAE LENGTH DIAMETER RATIOS EFFECT RADIAL STRESS GROUTED BONDS SLIP TESTS PARAMETERS SAFETY BIAXIAL SPRINGS Proc. InstnCiu. Engrs, Part 2, 1991,91, Sept., 317-398...

... SATURATION EXCESS FLOW NOMOGRAPHS DISCHARGES PREDICTION PARAMETERS OPTIMISATION EXPERIMENTS CATCHMENTS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Sept. 593-602 PAPER 9717 Dimensionless hillslopehydrology WATER BOARD A. CALVER, BSc, PhD, MIWEM* W. L. WOOD, MA, PhD? Slope discharge and its...

...W H HAGER EXPERIMENTS STANDARD SPILLWAYS FLOW GEOMETRY DAMS PROFILES CURVATURE CONTINUOUS PRESSURE CHANNELS INVERTS PRISMATIC TWO DIMENSIONAL VELOCITY CREST COEFFICIENTS DISCHARGES DOWNSTREAM CHUTES SLOPES INSTRUMENTATION PUMPS PLOTS © Thomas Telford and ICE 1991...

...-dimensional turbulent offset jets. Experiments were conducted to study the time development of scour. Three sediment sizes and several jet heights and flow rates were used. Results showed the dependence of the scour characteristics on Froude number, time and, especially, on the sediment size and the jet's...

...J H W LEE; V CHEUNG © Thomas Telford and ICE 1991 HONG KONG UNIVERSITY MIXING BUOYANCY JETS WEAK CURRENTS VERTICAL HEAT LABORATORIES EXPERIMENTS AMBIENT VELOCITY CONCENTRATION MEASUREMENT FLOW VISUALISATION BEHAVIOUR DISCHARGES DIMENSIONLESS DEPTH FLUX WIDTH...

... MOMENTS NON LINEAR CURVATURE SPECIFIC TWIST CHARACTERISTICS INCREMENT ITERATIVE PROCEDURE METHODS LOADING RECTANGULAR I BEAMS ELASTIC RANGE CURVES INSTABILITY RELATIONS EXPERIMENTS FAILURES ENERGY STIFFNESS COEFFICIENTS EQUATIONS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89...

... failure mechanism observed in tests. However, the finding is consistent with my previous experience that mechanisms with zones of continuous deformation tend to be less critical than those which contain slip surfaces and fan zones. 221 DISCUSSION IV Fig. 24. Wall rotating about its base 113...

... GEOMETRY METHODS INFLOW EXPERIMENTS Proc. Instn Civ. Engrs, Part 2, 1990,8!3, Dec., 443410 PAPER 9516 WATER GERNOGUINP EERING Hydraulic jumpsat rounded drop W. H. HAGER,PhD * N. KAWAGOSHI, PhD? Among the variety of efficient energy dissipators, the stilling basinwith a bottom dropis of particular...

... backwards, gives a dramatic illustration of how an energy absorbing cylinder might work. 3. The theory uses linear spring and damper constraints applied horizontally and vertically, but suggests no practical means of applying these forces. An initial experiment done by Evans' used the surge-heave-pitch rig...

... UNIVERSAL EXPERIMENTS RULES STRENGTH MODELS STANDARDS I BEAMS Proc. Instn Ciu.Engrs, Part 2,1990, Ss,June, 163-181 PAPER 9522 STRUCTURAL ENGINEERING GROUP Design of beams with partiaelnd restraint M. A. BRADFORD, BSc, BE,PhD, MIEAust, MASCE...

...N RAJARATNAM; RL POWLEY HYDRAULIC JUMP FLOW TWO LAYER LABORATORIES LAYERS EXPERIMENTS CHANNELS HORIZONTAL FREE SUBMERGED SLOPING THEORY PREDICTION EQUATIONS VERTICAL LENGTH CHARACTERISTICS INTEGRAL MOMENTUM LONGITUDINAL BEDS INTERNAL RECTANGULAR STRATIFIED DENSIMETRIC...

...AGL BORTHWICK; DM HERBERT; KEULEGAN; CARPENTER © Thomas Telford and ICE 1990 SALFORD UNIVERSITY HYDRAULICS RESEARCH LTD CIRCUMFERENTIAL PRESSURE FIXED VERTICAL CYLINDERS WAVES INDUCED PROFILES BUCKLING ANALYSIS WEIGHT OPTIMISED COLUMNS MEASUREMENT EXPERIMENTS...

...KH KWAN; CQ LO; TC LIAUW FILL LARGE SCALE MODELS TESTS PLASTIC ANALYSIS FRAMES MULTIBAY INFILLED STEELWORK CONCRETE CONSTRUCTION INFILL THEORY EXPERIMENTS MODELLING METHODS COLLAPSE MODES INTERFACE STRESS NON INTEGRAL EFFECT AXIAL LOADS © Thomas Telford and ICE...