...C W CHOI; F C HARRIS © Thomas Telford and ICE 1991 HONG KONG CITY POLYTECHNIC WOLVERHAMPTON POLYTECHNIC LOUGHBOROUGH UNIVERSITY MODELS CALCULATIONS OPTIMUM CRANES POSITIONS CONSTRUCTION SITES LAYOUT MATHEMATICS MODELLING LOCATION FACILITIES LOADS POWER STATIONS CASE...

... TECHNIQUES LATERAL LOADS INTERNAL DRIFT LOCATION OPTIMUM REDUCTION MAXIMUM BENDING MOMENTS LINTELS BOUNDARIES CONDITIONS NUMERICAL Proc. Instn Cio. Engrs, Part 2,1988,85, Sept., 503-515 PAPER 9340 STERNGUGRCIONTUEERPRAILNG Effect of a single deep beam on twin shear walls with rational...

... COLUMNS PATTERNS REACTIONS OPTIMUM EQUATIONS INTERNAL CORNERS STRENGTH Proc. Instn Civ.Engrs, Part 2, 1986,81,Sept., 447-460 PAPER 9069 STERNGUGRCINOTUEERPRAILNG Equilibrium design solutions for torsionless grillages or Hillerborg slabs under concentrated loads C. T. MORLEY, BA,PhDM, ICE...

... DESIGN METHODS MEAN ECONOMICS DEVELOPMENT MATURITY OPTIMUM DURATION LINEAR EXPERIMENTS Proc. Instn Ciu. Engrs, Part 2, 1984,71, June,239-254 TECHNICAL NOTE 404 Investigations of the engineering properties of OPC/pulverized fuel ash concrete : strength developmentand maturity R. K . DHIR, BSc...

...JM GREGORY; TRRL TRANSPORT AND ROAD RESEARCH LABORATORY TRRL CONTINUOUS REINFORCED CONCRETE PAVEMENTS BEHAVIOUR CONSTRUCTION FACTORS PERFORMANCE THEORY STUDIES DESIGN ASSESSMENT STEEL CONTENT OPTIMUM SPACING CRACKS TRANSVERSE TREATMENT TRIAL OVERLAYS FLEXIBLE...

... SMALL SCALE EFFLUENT OXYGEN CALCULATIONS PATTERNS FIRST ORDER CONDITIONS BACTERIAL ORGANISMS TEMPERATURE EQUATIONS STABILISATION AREAS PILOT TREATMENT ORGANIC DRUMS MEASUREMENT DEMAND REMOVAL EXPRESSION CONSTANT OPTIMUM PATHOGENIC FACTORS BOD BIOLOGICAL NIGERIA AFRICA...

... EXPERIMENTS AXIAL CIRCUMFERENTIAL FIXED CAPACITY OPTIMUM CLASSICAL INFLUENCE PREDICTION Proc. lnstn CiuE. ngrs, Part 2,1981,71, Sept., 637461 8489 Overall buckling of ring stiffenedcylinders C. P. ELLINAS, BSc, PhD* J. G. ACROLL,BE,PhD, MIStructE, FIMA* A reduced stiffness critical load analysis...

...AB TEMPLEMAN; GA WALTERS; RK PRICE; CEJ WOOD; JH CARR; DAPHNE; HRS © Thomas Telford and ICE 1980 HYDRAULICS RESEARCH STATION DEPARTMENT OF TRANSPORT HUBERT CARR OPTIMAL DESIGN STORMWATER DRAINAGE NETWORKS ROADS THEORY METHODS OPTIMUM COMPUTERS PROGRAMS DATA COSTS...

... natural frequencies of buildings is examined. Predictionsmadeusingsimpleempiricalformulae are shown to be as accurate as computerbasedmethods,andapossiblereasonforthelack of accuracyincomputer predictionsisgiven.Severalempiricalformulaeareexamined, and the optimum formula for 163 buildingsisderivedT...

...AB TEMPLEMAN; SK WINTERBOTTOM; D BOND; AM ABBAS © Thomas Telford and ICE 1979 OPTIMUM DESIGN CONCRETE CELLULAR BEAMS BRIDGES SPINE COSTS Proc. Instn Ciu. Engrs, Part 2, 1979, 67,Dec., 1133-1 135 8182 DISCUSSION Optimum design of concrete cellular spine beam bridge decks A. B...

...E LIGHTFOOT; GL HUTCHINSON © Thomas Telford and ICE 1979 PEMBROKE COLLEGE KINGS COLLEGE OXFORD UNIVERSITY OPTIMUM DESIGN ARCHES BRIDGES PROFILES HINGES ABUTMENTS CROWNS RIBS DEPTH MATERIALS GRADES ACTION TRUSSES LOADS STRESS TEMPERATURE LIVE DEAD EFFECT TRAFFIC...

...AB TEMPLEMAN; SK WINTERBOTTOM © Thomas Telford and ICE 1979 LIVERPOOL UNIVERSITY WHITE YOUNG OPTIMUM CELLULAR BRIDGES SEPARATION SLABS TORSION SYNTHESISED STUDIES COMPUTERS CONSTRUCTION MATHEMATICS BEHAVIOUR DESIGN SPINE DECKS COSTS DECOMPOSITION TRANSVERSE FINITE...

... of a givenheightiscriticallydependentontheassociatedwaveperiod. In design,this periodisoftenchosenonpurelyintuitive grounds. However,designsbased on, for example, a specified wave steepnessare unlikely to produce the worst loading conditions on members at all elevations. A systematic procedure for choosing the optimum wave period, which maximizes the induced...

... MODELLING APPROXIMATION CHARACTERISTICS VELOCITY TECHNIQUES DYNAMICS OPTIMISATION EBB GOVERNING SEAWARD IMPERMEABLE EXTRACTION HARMONIC WEDGES INSTALLATION SIMPLIFIED LINEAR SINGLE SOLID BARRIERS OPTIMUM CALCULATIONS CLOSURES MATHEMATICS TURBINES FLOODS EQUATIONS BOUNDARIES...

...MMK KHALIFA; D TORDOFF; JE MERWIN; W FEARN © Thomas Telford and ICE 1978 OPTIMUM SPACE STEEL METHODS WEIGHT PLASTIC FRAMES OPTIMISATION MINIMUM DESIGN COSTS TECHNIQUES STRUCTURAL Proc. Instn Ciu. Engrs, Part 2, 1978, 65, June, 485436 8026 DISCUSSION Optimum plastic design...

..., orthotropic reinforcement and relative negative moment capacity. Valueosf these variables for the optimum utilization of given moment capacity are also indicated. breadth of footing distance to the centre of a column from the short edge of the footing influence factors ratio of negative steel capacityto...

...MMK KHALIFA; JE MERWIN Proc. lnstn Ciu. Engrs, Part 2, 1977, 63, Dec., 769-783 8026 Optimum plastic design of space frames This Paper considers the problemof optimizing space frames. The general formulation of the problem is presented where the function to beminimizedistheweightofthe...

...JO SURTEES; MERRISON; D TORDOFF; WADDELL; J © Thomas Telford and ICE 1977 OPTIMUM BOX STRUCTURES MERRISON FABRICATION DESIGN GIRDERS COSTS VALUE TOLERANCES COMPOSITION BRIDGES ECONOMICS DISTORTION PANELS Proc. Instn Cio. Engrs, Part 2, 1977, 63, Sept., 159 8004...

...CT MORLEY; LA CLARK; H GULVANESSIAN; MP NIELSON © Thomas Telford and ICE 1977 CAMBRIDGE UNIVERSITY DEPARTMENT OF TRANSPORT OPTIMUM SLABS FILLED DESIGN MEMBRANES MOMENTS COMPUTERS EQUATIONS ORTHOGONAL FILLING LIMITATION STRESS REINFORCEMENT ELEMENTS SANDWICH RESISTANCE...

...JO SURTEES; D TORDOFF; MERRISON; CP 117; BS 153 © Thomas Telford and ICE 1977 LEEDS UNIVERSITY TRAVERS MORGAN BRITISH CONSTRUCTIONAL STEELWORK ASS. COMPOSITE BRIDGES STEEL PRACTICE PROCEDURE MATERIALS METHODS STIFFENED OPTIMUM BOX STRUCTURES APPRAISAL STANDARDS...