...? Details are given of the measured depth-averaged velocity distributions and exchange coeff- cientsforaphysicalmodelofasquare harbour withasingleasymmetricentrance.The model was based on typical harbour shapes in the USA and the UK; the tidal conditions were typical of those in the UK. For these tests...

... ELONGATION CONDITIONS MATRICES STRUCTURAL SHAPE LENGTHENING INTERNAL HERIOT WATT UNIVERSITY h o c . Instn Civ.Engrs, Part 2, 1989,87, Dec., 469-486 PAP9CE4R1O8MPUTAEPRPLICATIOANMNSDETHOGDRSOUP Theorems of geometric variationfor engineering structures B. H. V. TOPPING, BSc, PhD, MBCS, MICE...

...J R C HSU; C EVANS © Thomas Telford and ICE 1989 PARABOLIC RELATIONS PROMONTORIES EQUILIBRIUM STABILISING BAYS CONDITIONS EQUATIONS CONTROL SHAPE HEADLANDS STATIC BEACHES WESTERN AUSTRALIA UNIVERSITY INTERSTRUCT PTY PERTH Proc. Instn Ciu. Engrs, Part 2,1989,87, Dec...

... CONDITIONS CONTRACTORS TREES LANDSCAPING REVETMENTS DESIGN CAPACITY POWERS STATUTORY PLANNING STANDARDS URBAN SHAPE RECTANGULAR TRAPEZOIDAL PRIVATISATION COBA COST BENEFIT BENEFITS MOLE THAMES RIVER MOLE RIVER THAMES UK Proc. Instn Ciu. Engrs, Part 1,1989,86,Apr., 423434...

... FREEDOM BENDING THREE DIMENSIONAL NATURAL FREQUENCIES MODAL SHAPE MEASUREMENT TRANSIENT VIBRATIONS WIND TRAFFIC ACCELERATION VERTICAL VECTORS DYNAMICS DISPLACEMENT PSEUDO STATIC HUMBER BRIDGE CABLES SIDESPANS FLEXIBILITY ROTATIONAL HUMBER BOSPORUS UK TURKEY Proc...

...J M W BROWNJOHN; A A DUMANOGLU; R T SEVERN; C A TAYLOR; J D LITTLER; J R MAGUIRE © Thomas Telford and ICE 1988 AMBIENT VIBRATIONS MEASUREMENT SUSPENSION BRIDGES TESTS NATURAL FREQUENCIES LONG SPAN FREQUENCY CALCULATIONS MOTION CHARACTERISTICS MODES SHAPE ACCELEROMETERS...

...G HAIDER; LR RICHARDS © Thomas Telford and ICE 1987 BRITISH WATERWAYS BOARD GOLDER ASSOCIATES CANALS TUNNELS WATERWAYS REPAIRS FAILURES SECTIONS BRICKS LININGS INVERTS SHAPE CONSTRUCTION ROCKS STRENGTH INTACT INVESTIGATIONS METHODS DESIGN REMEDIAL WORKS MONITORING...

...YK CHEUNG; LG THAM; WY LI © Thomas Telford and ICE 1986 HONG KONG UNIVERSITY SPLINE FINITE STRIP ANALYSIS METHODS CURVED SLABS BRIDGES STRESS TOOLS FINITE ELEMENTS NUMERICAL ARBITRARY SHAPE DECKS TRANSFORMATION THEORY COORDINATES THIN PLATES MODELS BENDING...

...DIH BARR; COLEBROOK WHITE © Thomas Telford and ICE 1986 STRATHCLYDE UNIVERSITY CHANNELS TRANSFORMS SOLUTIONS EXPLICIT FUNCTIONS FLOW PIPES PARTIALLY FULL NUMERICAL METHODS PROCEDURE DEPTH VARIABLES DISCHARGES SHAPE SIZING GRADIENTS Proc. Instn Cit .Enyrs, Part 2...

... REYNOLDS NUMBERS QUARTZITE LIMESTONE CRUSHED GRAVEL ROUNDED WATER POROSITY PROPERTIES PERCOLATION SHAPE BEHAVIOUR LITERATURE SURVEYS PROBLEMS VOLUME DIAMETER ANALYSIS IRREGULAR Proc. Instn Civ. Engrs, Part 2, 1985,79, Dec., 705-716 TLCHNICAL N O T E 438 WATER ENGINGEERROIUNPG...

...JB BURLAND; MC BURBIDGE; EJ WILSON; TERZAGHI © Thomas Telford and ICE 1985 IMPERIAL COLLEGE SETTLEMENT FOUNDATIONS SAND GRAVEL ANALYSIS SHAPE RECORDS TANKS EMBANKMENTS BEARING PRESSURE LOADS DEPTH WIDTH STANDARD PENETRATION TESTS CONES RESISTANCE FACTORS WATER...

... FOUNDATIONS UNIFORM LAYERED SUPERPOSITION STRATA METHODS COMPLIANCE SHAPE Proc. Instn Ciu. Engrs, Part 2, 1985,19,June, 241-213 PAPER 8844 EGNRGOIUNGPEREORUINDG Elastic settlement of a transversely isotropic continuum with surface loading over a polygonal region J. A. HOOPER, MEng, PhD, DIC, MICE...

...M DHANASEKAR; AW PAGE; PW KLEEMAN © Thomas Telford and ICE 1985 NEWCASTLE UNIVERSITY NEW SOUTH WALES FILL FAILURES BRICKS MASONRY BIAXIAL STRESS THREE DIMENSIONAL SURFACE JOINTS TESTS ALTERNATIVE CLOSED ELLIPTIC CONES SHAPE INTERSECTING MODELLING SPACE INFILL...

... SECTIONS CRACKS PARTIALLY ANALYSIS DEVELOPMENT TESTING SHAPE EVALUATION PARAMETERS DESIGN PREDICTION DISTRIBUTION TRIANGULAR Proc. lnstn Ciu. Engrs, Part 2, 1983,75, Dec., 125-134 TECHNICAL NOTE372 The short-term moment-curvature relationship forreinforced concrete beams R. H. SCOTT, BSc(Eng...

... RATIOS FLUSHING EXPERIMENTS PROCEDURE EXPERIMENTAL PATTERNS CIRCULATION RESPONSES SHAPE BASINS Proc. Instn Civ. Engrs, Part 2, 1983,75, Sept., 475489 PAPER 8666 On the tidal exchange characteristics of model rectangular harbours J. X. JIANG* R. A. FALCONER, BSc(Eng)M, SCE, PhD, DIC, MICE...

...SC FAN; YK CHEUNG © Thomas Telford and ICE 1983 HONG KONG UNIVERSITY HALCROW ASIA STATIC ANALYSIS BOX GIRDERS BRIDGES SPLINE FINITE STRIP METHODS DISPLACEMENT STRIP FUNCTIONS LONGITUDINAL CONVENTIONAL TRANSVERSE SHAPE ENDS INTERIOR SUPPORTS PROBLEMS MATRIX...

...RB HARYOTT; PJ BUDD; I FELTHAM © Thomas Telford and ICE 1983 OVE ARUP NATIONAL EXHIBITIONS CENTRES HALLS INTERNATIONAL ARENAS DESIGN CONSTRUCTION TECHNIQUES ENVIRONMENTAL ENVIRONMENT WIND EFFECT SHAPE BUILDINGS METHODS SOLUTIONS GROUND CONDITIONS FOUNDATIONS...

...PJ MASON; MJ KENN; SM WOOLLARD © Thomas Telford and ICE 1983 HYDRAULIC ENERGY DISSIPATORS DAMS OUTLETS WORKS SURVEYS PROTOTYPES USAGE VELOCITY WATER HEADS DROP FLOW FLUIDS SHEAR CAVITATION DAMAGE LEVELS VORTICES VORTEX BLOCKS SHAPE BAFFLES WEDGES Proc. Znstn Civ...

...RNP SINGH; AB JOSHI; SN SINHA © Thomas Telford and ICE 1982 CENTRAL SOIL AND MATERIALS RESEARCH STAT -ION NEW DELHI INDIAN INSTITUTE OF TECHNOLOGY OPTIMISATION TROUGHS SHAPE FOLDED STRUCTURES METHODS SEQUENTIAL LINEAR PROGRAMMING WEIGHT WIDTH INCLINATION THICKNESS...

... BEHAVIOUR STIFFNESS SURFACE PARAMETERS RATIOS SQUASH PRACTICE TOLERANCES CONTROL SHAPE IMPERFECTIONS HYDROSTATICS Proc. Instn Civ. Engrs, Part 2,1982.13, Sept., 633-652 8558 Elasto-plastic buckling of pressure and axial loaded cylinders J. G. A. CROLL, BE, PhD. MIStructE, FIMA* An elastic...