... OPTIMAL LOADS FORMULATION FIELD ACTION METHODS INTERIOR ADMISSIBLE ZAKIR HUSSAIN COLLEGE ALIGARH INDIAN INSTITUTE OF TECHNOLOGY Proc. lnstn Civ.Engrs,Part 2,1989,87, Dec., 487-500 PAPER 9441 STRUCTURAL ENGGRINOEUEPRING Minimum reinforcementsolution for flat slabs T. K.DATTA, ME, PhD...

... 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...

...J D O KEEFFE; E J O BRIEN © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE GALWAY DESIGN OPTIMAL MULTIBAY RECTANGULAR FRAMES PLASTIC SINGLE STOREY COLUMNS BASES ENCASTRE METHODS LINEAR ALGEBRAIC PROGRAMMING MINIMUM WEIGHT CHARTS PARAMETERS VALUE LOADS SOLUTIONS...

...JD O KEEFFE; EJ O BRIEN Proc. lnstn Cio. Engrs, Part 2, 1986,81,Mar., 95-1 10 PAPER 8991 STRUCTURAL ENGGRIONUEPERING Optimal plastic designof multi-bay single-storey frames J. D. O KEEFFE, BE, PhD, FICE, FIEI* E. J. O BRIEN, BE, MEngSct The Paper describes a method for the development of design...

...AB TEMPLEMAN; GA WALTERS; RK PRICE; CEJ WOOD; JH CARR; DAPHNE; HRS OPTIMAL DESIGN STORMWATER DRAINAGE NETWORKS ROADS THEORY METHODS OPTIMUM COMPUTERS PROGRAMS DATA COSTS SAVING CAPITAL HIGHWAYS SURFACE FLOODING PIPES STANDARDS SPECIFICATIONS DRAINS LONGITUDINAL MANHOLES...

...A B TEMPLEMAN; G A WALTERS © Thomas Telford and ICE 1979 LIVERPOOL UNIVERSITY OPTIMAL DESIGN STORMWATER DRAINAGE NETWORKS ROADS METHODS SYSTEMS HIGHWAYS OPTIMISATION PIPES SIZE SLOPES FIXED LAYOUT INTERMEDIATE MANHOLES GEOMETRY SAVINGS CAPITAL COSTS COMPUTERS...

...JS FERNANDO; LA CLARK; J HARROP; KO KEMP; P BHATT; HILLERBORG; PG LOWE; RE MELCHERS © Thomas Telford and ICE 1978 GENERALISED METHODS SLABS MINIMUM OPTIMAL LOADS STRIP REINFORCED DESIGN WEIGHT REINFORCEMENT DEFLECTION CONCRETE SOLUTIONS YIELD LINE ELASTIC Proc. Instn...

... NEGATIVE VALUE UTILISATION MODES STRENGTH STRUCTURAL LOADS GENERALISED CONTACT OPTIMAL EFFECT RATIOS ORTHOTROPIC MOMENTS VARIABLES ANALYSIS Proc. Insrn Civ. Engrs, Part 2, 1978, 65, Mar., 113-128 8088 Ultimate flesxtureranlgth of combined footings The ultimate flexural strength...

... FORCES ULTIMATE PROGRAMS COMPRESSIVE SKEW MACHINES MODELS LAYERS SUITES CONCRETE METHODS OPTIMAL COMBINATIONS BENDING LIMIT STATE CALCULATIONS STRENGTH HAND MACHINERY MAGNITUDE Proc. Zmm.Civ. Engrs, Part 2, 1977, 63,June, 441-454 8019 Optimumreinforcemenotcf oncrete slab elements...

...FZ EL SHIBINI; JR RYDZEWSKI Proc. Instn Civ. Engrs, Part 2, 1977, 63,Mar., 35-47 7987 Towards an optimal utilization of the water resources of the Nile Basin F. Z.EL-SHIBINI, BSC, MS, PhD* The Paperconsiders the problemof optimum allocationof water between irrigation and power at themain headwater...

...M J H STERLING; B COULBECK © Thomas Telford and ICE 1975 SHEFFIELD UNIVERSITY SHEFFIELD POLYTECHNIC YORKSHIRE WATER AUTHORITY OPTIMISATION COSTS SYSTEMS PERFORMANCE NETWORKS SAVINGS UNITS COMPUTERS WATER METHODS WATER SUPPLY INDICES OPTIMAL OPERATIONAL DEMAND...

...BARLOW. JF © Thomas Telford and ICE 1972 CAPE TOWN UNIVERSITY COSTS SEWERAGE METHODS EXPRESSIONS FOUL GRADIENTS TOPOGRAPHY OPTIMAL OPTIMISATION SYSTEMS WRITING FACTORS WATER LENGTH POPULATION SELECTION PIPES SEWAGE MATHEMATICS DESIGN NETWORKS LOADS DENSITY...