...B S CHOO; M G COUTIE; N G GONG © Thomas Telford and ICE 1991 NOTTINGHAM UNIVERSITY BRITISH RAIL RESEARCH FINITE ELEMENTS ANALYSIS MASONRY ARCHES BRIDGES ELEMENTS DEVELOPMENT BEAMS MODELS SIMULATION BEHAVIOUR LOADING COLLAPSE SOLUTIONS CRACKS LOADS INCREMENT...

..., normally incident o n abeach of small slope. A numerical solution to the equations was developedfirst by Hibberd,35 as described in his P h D thesis. A summary of this work appeared in Hibberd and Peregrine.36 12. The next stage of development was carried out by P a ~ k w o o d . ~ I n, ~hi~s research, he...

... QUALITY MATERIALS SOLUTIONS IMPOUNDING IRRIGATION WATER URBAN WATER SUPPLY ROCKS EXCAVATING CLAYS CORES REDESIGN KALAVASOS VASILIKOS CYPRUS Proc. Instn Ciu. Engrs, Part 1, 1991, 90, Oct., 975-992 PAPER 9770 WATER BOARD Design and constructionof Kalavasos Dam, Cyprus R...

... the approach used by the Authors that idealistic assumptions willbe made. The solution they propose is limited by considering only bending action and by idealizing the columns as point supports. Neither of these conditions are met in practice. It would be of interest to know how the optimal solution changes...

... GEOMETRICAL MATERIALS PARAMETERS DEFLECTION PEAK CAPACITY PLATES ANALYTICAL MODELS SOLUTIONS DESIGN COMPUTERS PACKAGES VALIDATION COMPRESSION IMPERFECTIONS RIGIDITY INTERACTIVE STRESS STATE Proc. Instn Civ. Engrs, Part 2, 1991, 91, June, 237-258 PAPER 9692 STRUCTURBAULILDAINNDG BOARD...

...B KUMAR; B H V TOPPING; DESCON © Thomas Telford and ICE 1991 HERIOT WATT UNIVERSITY KNOWLEDGE BASED PROCESSING STRUCTURAL DESIGN TECHNOLOGY COMPUTERS AIDED CASD NON MONOTONIC REASONING CONTROL INDUSTRIAL STEEL BUILDINGS MODELS BACKTRACKING HEURISTIC SOLUTIONS...

...J A HEMSLEY © Thomas Telford and ICE 1990 OVE ARUP HONG KONG UNIVERSITY ELASTIC SOLUTIONS LARGE MATRIX PROBLEMS MATRICES FOUNDATIONS INTERACTION ANALYSIS INTERACTIVE METHODS SOIL STRUCTURE SYSTEMS STATIC APPLIED LOADING NUMERICAL TESTS USE DESIGN PRACTICE...

.... A cost analysis,comparing the stiff concrete wall and more flexiblesheet pile wall solutions for each case, is also provided. It is concluded that in many situations aflexible sheet pile wallsolution can be both viable and more economic. Introduction Deep excavations in stiff clay are often constructed...

...T EALEY; P KELLY; D WAKEFIELD; NEWTON RAPHSON © Thomas Telford and ICE 1990 BURO HAPPOLD CULTURAL CENTRES ROOFS SYSTEMS ANALYSIS DESIGN CONSTRUCTION LATTICE SHELLS CABLES NETS MEMBERS LOADS LOADING GEOMETRY WALLS FABRICATION COLLAPSE EVALUATION SOLUTIONS NON...

...C ARYA; J B NEWMAN © Thomas Telford and ICE 1990 SOUTH BANK POLYTECHNIC IMPERIAL COLLEGE PROBLEMS PREDICTION RISKS CORROSION STEEL CHLORIDE CONCRETE CONTAMINATED CONTAMINATION REINFORCING METHODS CONTENT THRESHOLD IONS PORE SOLUTIONS MIX PARAMETERS MEASUREMENT...

...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...

... the arch ring,at the hinge positions, until failure occurs which is seen to coincide with mechanism solutions. The method provides doeftathiles effective arch section, compressive stresses, shear stresses and deflexions along the arch ring for load increments up to the ultimate limit state. It can...

...B P HUGHES; M N A AL ANI © Thomas Telford and ICE 1990 BIRMINGHAM UNIVERSITY SIR WILLIAM HALCROW MIX CONCRETE ASH MODULUS ASSESSMENT CEMENT MATERIALS CHARTS DESIGN PULVERISED PROCEDURE PARAMETERS METHODS AGGREGATES PLOTTING SOLUTIONS PFA FUEL GRADING USE TESTS...

...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...

...R BURROWS; K H M ALI; A J SAUL © Thomas Telford and ICE 1989 RECTANGULAR STORMS STRUCTURES TESTS SOLIDS SHAFTS SEWAGE LABORATORIES PARTICLES CHAMBERS CONFIGURATION OVERFLOWS MODELS POLLUTANTS SOLUTIONS Proc. Instn Ciu.Engrs, Part 2,1989,87, Dec., 641-644 DJSCUSSION...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

... and the generic types of elevated stations developed for the four main above ground sections. The main depot and two subsidiary stabling sidings posed individual problems and the design solutions for each are given.The size and speed of the project has afforded an opportunity to compare various design solutions...

... PROCESS SOLUTIONS CONVECTION TERMS Proc. Instn Ciu.Engrs, Part 2,1989,87, June, 313-316 DISCUSSION ON PAP9M2E4AR1RITIEMNEGINEERING GROUP Breaking wave design:a case history M. Birkinshaw, W. J. Easson, C. A. Greated andR. M. Webb ProfessorJ. R.Chaplin, City University,London The Authors present some...

... continuity equations in terms of the problem variables. The linear theory method is used for the iterative linearization of the problem constraints, leading to the solution of a succession of linear programs until a set of optimal controlvalve settings and the correspondingnetwork heads and flows...

...TM ROBERTS; H HAJIKAZEMI © Thomas Telford and ICE 1989 UNIVERSITY COLLEGE CARDIFF THEORY STUDIES BEHAVIOUR REINFORCED CONCRETE BEAMS STRENGTHENED EXTERNAL BONDED STEEL PLATES INVESTIGATIONS DISPLACEMENT STRAIN STRESS TENSION SOLUTIONS SHEAR NORMAL ADHESIVE LAYERS...