... 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...

...G GERMANOPOULOS; PW JOWITT © Thomas Telford and ICE 1989 IMPERIAL COLLEGE HERIOT WATT UNIVERSITY LEAKAGE REDUCTION EXCESS PRESSURE MINIMISATION WATER SUPPLY NETWORKS METHODS WATER SUPPLY CONTROL OPTIMAL VALVES SETTING HYDRAULIC CHARACTERISTICS FLOW EQUATIONS NODAL...

...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...

... 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...

...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...

...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...

... ressuredistributionsA. parftromemployingtheyieldline method for determining the collapse load of combined footings, the study shows how the yield line method can be utoseidentify optimal structural details.The study covers the effects of spacing between the two columns, the side ratio of footings, relaiive column size...

... 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 MINISTRY OF IRRIGATION CAIRO SOUTHAMPTON UNIVERSITY UTILISATION RIVERS DEVELOPING HEADWATER LINEAR STORAGE ECONOMICS SOLUTIONS STUDIES DEVELOPMENT OPTIMAL BASINS IRRIGATION CONTROL PROGRAMMING RESERVOIRS VALUE SENSITIVITY TECHNIQUES PROBLEMS...

...M J H STERLING; B COULBECK Proc. Instn Ciu. Engrs, Part 2, 1975, 59, Dec., 789-797 7861 Optimization of water pumping costs by hierarchical methods The Paper describes the use of hierarchical methods of optimization of pumping in water supply systems. Particular attention has been paid...

...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...