... of the second stageof a long-term research programmeto investigate the tidalcurrentstructureandtidalexchangecharacteristics for a range of idealized rectangular harbours with varying geometric, kinematic and hydrodynamic conditions. In the first series of tests tidal currents were mea- sured for flat bottomed...

...A ZINGONI; M N PAVLOVIC EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS INCLINED SUPPORTS KINEMATICS CONSTRAINTS SHELLS STRESS INCLINED COLUMNS TANGENTIAL METHODS FLEXIBLE RINGS BEAMS MEMBRANES DISPLACEMENT DEFORMATION EDGES CORRECTIONS VARIATIONS BENDING...

...A ZINGONI; M N PAVLOVIC © Thomas Telford and ICE 1991 IMPERIAL COLLEGE EFFECT SUPPORT CONDITIONS LIQUIDS SPHERICAL VESSELS LIMITING RINGS BEAMS STIFFNESS STRESS BENDING LOCALISED KINEMATICS CONSTRAINTS DISPLACEMENT PATTERNS AXIAL TORSIONAL ROTATIONAL RIGIDITY...

...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...

... CAPACITY NON LINEAR FUNCTIONS VARIABLES FIELD LINEAR STATICS KINEMATICS RECTANGULAR DESIGN TESTS PERFORMANCE COLLAPSE Proc. lnstn Cio. Engrs, Part 2, 1988,85,Sept., 457467 PAPER 9308 STRUCTURAL ENGGRINOEUEPRING Minimum reinforcement volumefsor reinforced concrete slabbsy the strip method...

...M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; RG DEAN; FROUDE © Thomas Telford and ICE 1988 BP INTERNATIONAL EDINBURGH UNIVERSITY WAVES LOADING DESIGN ESTIMATES OFFSHORE GAS PLATFORMS SHALLOW WATER SITES KINEMATICS FLUMES LABORATORIES MODELS MODELLING TANKS SCALING...

... PROCEDURE FUNCTIONS KINEMATICS THEORY COLLAPSE LINEAR PROGRAMMING SOLUTIONS NUMERICAL PROBLEMS ALGEBRA OPTIMAL ARBITRARY SWAY COMPUTERS BAYS CONSTRAINTS BEAMS VERTICES Proc. lnstn Cio. Engrs, Part 2, 1986,81,Mar., 95-1 10 PAPER 8991 STRUCTURAL ENGGRIONUEPERING Optimal plastic designof...

... MECHANISMS KINEMATICS UPPER BOUNDS Proc. Instn Ciu. Engrs, Part 2, 1984,77, Sept.,413418 DISCUSSIONON PAPER 8718 Plastic theory of infilledframes with finite interface shear strength T. C, Liauw and K. H. Kwan Dr 1. M. May, Dr S. Y.A. Ma and Dr R. H. Wood, University of Warwick; and Mr P.A. c.Sims...

...HS WHEATER; NC BELL IMPERIAL COLLEGE FLOODS STUDIES DEPTH DURATION FREQUENCY RAINFALL STATIONS METHODS DISTRIBUTION ANALYSIS DATA STORMS CATCHMENTS SIMULATION RUNOFF MODELS KINEMATICS FLOW CHANNELS WAVES OVERLAND APPROXIMATION RESPONSES PARAMETERS SENSITIVITY...

...SB JONES; MUSKINGUM; CUNGE © Thomas Telford and ICE 1981 INSTITUTE OF HYDROLOGY CHOICE STEPS FLOODS TECHNIQUES WAVES SOLUTIONS DIFFUSION THEORY DYNAMICS SPACE ROUTING MODELLING RIVERS EQUATIONS SPEED PROCEDURE KINEMATICS TIME METHODS PROPAGATION CHANNELS...

...N HOGBEN; G WARD; LH CARPENTER; BL MILLER; JR MORISON; JW SEARLE; GH KEULEGAN © Thomas Telford and ICE 1977 NATIONAL MARITIME INSTITUTE BRITISH SHIP RESEARCH ASSOCIATION ESTIMATING OFFSHORE DATA FORMULAE DIFFRACTION MONOLITHIC ROUGHNESS KINEMATICS STRUCTURAL IMPACT...

...SG NEWTON; RB PAINTER; TRRL © Thomas Telford and ICE 1974 INSTITUTION OF HYDROLOGY TRANSPORT AND ROAD RESEARC H LABORATORY TRRL MATHEMATICS PREDICTION DIFFERENTIAL TECHNIQUES KINEMATICS DIAGRAMS ACCURACY URBAN METHODS EQUATIONS TIME WAVES FORMULAE PEAK RUNOFF...

... STRUCTURES FRAMES FLOORS DISPLACEMENT KINEMATICS APPROXIMATE Three-dimensional analysis of shear walls A. GHALI, PhD, MSc. MASCE. MEIC' A. M. NEVILLE, M C , TD. DSc(Eng), PhD, MSc, FICE, FIStructE, FASCEt The effect of horizontal forces on multi-storey structures comprising shear walls or frames...

... APPARATUS EQUIPMENT TESTING INSTRUMENTATION CALIBRATION DYNAMICS CONTROL STATIC KINEMATICS Paper No. 6778 IMPACT TESTS ON MODEL STEEL FRAMES bY Barry Rawlings, B.Sc., B.E., M.Eng.Sc., PhD., A.M.I.E.Aust. Senior Lecturer in Civil Engineering, Universityof Sydney For written discussion SYNOPSIS...