... THEORY COUPLED FUNCTIONS FORCING METHODS BENDING MOMENTS INFINITE FLEXURAL STIFFNESS EQUILIBRIUM Proc. Instn Civ. Engrs, Part 2, 1990,89, Sept., 3 5 5 3 7 3 PAPER 9574 STRUCTURAL ENGINEERING GROUP Antisymmetric plane strain flexuoref a finite strip foundationon a half-space J. A. HEMSLEY...

...M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; JR CHAPLIN © Thomas Telford and ICE 1989 CITY UNIVERSITY LONDON WAVES DESIGN EXPERIMENTS MEASUREMENT VELOCITY ACCELERATION THEORY MODELS STREAMS FUNCTIONS FLOW MODELLING HEIGHT REGULAR CREST VERTICAL TIME DEPENDENT...

... CONTINUITY LOSS FUNCTIONS EFFECT OUTFLOW CONSTRAINTS NON LINEAR OPERATIONAL PROBLEMS FORMULATION LINEAR THEORY MODELS ITERATIVE LINEARISATION SOLUTIONS PROGRAMS HEADS TESTS MATHEMATICS ALGORITHMS Proc. lnstn Civ.Engrs, Part 2,1989,87, June, 195-214 PAPER 9404 WATERGERNOGUIPNEERING...

... in terms of the exponential integral and related functions. Summary numerical results are given for several load cases, with an emphasis on plate bending moments and contact pressures. Notation half-width of finite strip arbitrary constant +half-width of applied pressure loading (- 1 iJ3)/2 infinite...

... 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...

... VELOCITY ACCELERATION LASERS DOPPLER PREDICTION STREAMS THEORY FUNCTIONS CREST LOADS FORCES CALCULATIONS CHANGE STRUCTURAL HORIZONTAL ANEMOMETRY VERTICAL GRIDS TECHNIQUES SPILLING ANALYSIS DRAG NORTH SEA Proc. Insm Ciu.Engrs, Part 2,1988,85, Sept., 41S433 PAPER 9241 MARITIME...

...RH SWIFT; JC DIXON MANCHESTER UNIVERSITY OPEN UNIVERSITY WAVES SHOALING EXPERIMENTAL DATA PARALLEL CURVES SHALLOW THEORY DESIGN HEIGHT EVALUATION PREDICTION PARAMETERS WATER EQUATIONS STREAMS FUNCTIONS Proc. Instn Cio. Engrs, Part 2,1988,85, June, 391 Corrigendum...

... using a development of Dean s non-linear stream function which display better agreement with previous experimental data for parallel waves in shallow water than other currently available theories. The results are presented in a manner suitable for design applications. In addition to wave height...

... DISPLACEMENT FUNCTIONS SUPPORTS OVERBRIDGES PERSPEX CONTINUOUS DEFLECTION LOBLEY HILL SOU UK Proc. Instn Ciu. Engrs, Part 2, 1986,81,Mar., 111-124 PAPER 9009 STRUCTURAL ENGGRIONUEEPRING Application of spline-finite-strip method in the analysis of curved slab bridge Y. K. CHEUNG, DSc, DE...

...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...

... 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...

...JM DAVIES; ST VENANT © Thomas Telford and ICE 1985 SALFORD UNIVERSITY TORSION BENDING ANALYSIS THIN WALLS OPEN SECTIONS CALCULATIONS ST VENANT WARPING BEAMS EQUATIONS DIFFERENTIAL BEHAVIOUR LOADS TECHNIQUES STABILITY FUNCTIONS PLANE FRAMES COMPUTERS PROGRAMS...

...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...

... MEMBERS STABILITY BEAMS FUNCTIONS FLEXURE STOREYS BAYS COLUMNS SYMMETRY RIGIDITY SHEAR CALCULATIONS STIFFNESS Proc. Instn Civ. Engrs, Part 2,1983,75, Mar., 129-135 TECHNICAL NOTE 359 Accuracy of natural freq-luencies givenb'Y substitute sway frames with cladding F. W. WILLIAMS" M. D. BOND...

... FUNCTIONS NON DIMENSIONAL STRUCTURAL RIGID FRAMES BRACED UNIFORM HEIGHT ANALYSIS DRIFT BEHAVIOUR CALCULATIONS GRAPHS HORIZONTAL LOADS LATERAL NON UNIFORM THEORY FORCES PARAMETERS COLUMNS MULTI BENT PROCEDURE Proc. Instn Ciu. Engrs, Part 2,1982,73, Dec., 713-729 8563 A graphical...

...DIH BARR; K SIVALOGANATHAN; REYNOLDS; COLEBROOK WHITE; MANNING Proc. Instn Ciu. Engrs, Part 2, 1982,73, June, 473-475 TN 295 DISCUSSION Solutions of thCeolebrook-White function for resistance to uniform turbulent flow D. I. H. BARR Dr K. Sivaloganathan, Coventry (Lanchester) Polytechnic In steady...

...KI MAJID; MA RAHMAN NON LINEAR ANALYSIS STRUCTURES SOILS SYSTEMS FOUNDATIONS BEHAVIOUR MATERIALS PROPERTIES DEVELOPMENT ZONES TENSILE LOADS PROCESS METHODS ASSESSMENT SPLINE FUNCTIONS COMPRESSION CONDITIONS COMPATIBILITY FORMATION PROPAGATION CRACKS SEPARATION STIFFNESS...

... and capacity as a function of micro-parameters of the traffic stream; typical of this approach is that of Tanner. The second is a deterministic approach in which the capacity of non-priority streams is expressed as a function of the other conflicting traffic streams and the geometric characteristics...

...MJ HALL SIR WILLIAM HALCROW DIMENSIONLESS URBANISING CHANGE REGIMES DURATION CHARACTERISTICS DRAINAGE FUNCTIONS IMPERVIOUS COMPUTERS TIME EXCESS BASEFLOW CALCULATIONS UNITS CATCHMENTS FLOW URBAN PARAMETERS DEVELOPMENT RESPONSES BASINS STUDIES MANUAL RAINFALL...

... COEFFICIENTS SCATTERING DEPTH SUBMARINE CONDITIONS FUNCTIONS BEDS DIFFRACTION PROCESS ASYMPTOTIC TRACES WAVELENGTHS Proc. Instn Ciu. Engrs, Part 2, 1981,71, Sept.,773-787 8462 Wave forces on submarine pipelines M. EFTHYMIOU, BSc, M S c * R. NARAYANAN, MSc, MEng, PhD* The range of Keulegan...