...MZ AHMAD; T K DATTA; R E MELCHERS Proc. Instn Ciu. Engrs, Part 2, 1991,91, Sept.,609-615 DISCUSSION ON PAP9E4SR4T1RUCTURAENLGINEERING GROUP Minimum reinforcementsolution for flat slabs M. Z . Ahmad and T. K. Datta R.E. Melchers, University of Newcastle, Australia There is a danger in applying...

...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...

... and involved the provision ofa minimum facilities satellite platform, tied into and controlled fromtheexistingFortiesfield.Nopermanentprocessorpowergenerationfacilities are providedonthenewplatform. All productionfluidsaretransmitted bypipeline to the existing platforms for processing, and electrical...

...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...

...TK DATTA; MZ AHMAD © Thomas Telford and ICE 1988 INDIAN INSTITUTE OF TECHNOLOGY NEW DELHI ZAKIR HUSSAIN COLLEGE OF ENGINEERING, AL IGARH MUSLIM UNIVE REINFORCEMENT VOLUME REINFORCED CONCRETE SLABS STRIP METHODS ANALYSIS EDGES FIXED PROBLEMS OPTIMISATION MINIMUM MOMENTS...

...D BUTLER; COLEBROOK WHITE © Thomas Telford and ICE 1986 OVE ARUP & PARTNERS ALGORITHMS LIMITING PIPES GRADIENTS FLOW FULL PARTIALLY MINIMUM THEORY LIMITS VELOCITY DEPTH FEASIBILITY SIZE HYDRAULIC EQUATIONS CHANNELS OPEN SEWERS DESIGN GRAVITY MICROCOMPUTERS...

...JD O KEEFFE; EJ O BRIEN © Thomas Telford and ICE 1986 UNIVERSITY COLLEGE GALWAY, IRELAND METHODS DEVELOPMENT DESIGN PLASTIC MULTIBAY SINGLE STOREY FRAMES CHARTS MOMENTS RESISTANCE MEMBERS MINIMUM PORTAL WEIGHT RECTANGULAR LOADS HORIZONTAL EAVES VERTICAL CENTRAL...

...AN BEAL; KW DAY © Thomas Telford and ICE 1982 CONCRETE ADVICE PTY AUSTRALIA CONCRETE CUBES STRENGTH STATISTICS SPECIFICATIONS CONTROL SUPPLY TESTS ERRORS DEVIATION MINIMUM STANDARD MONITORING STANDARDS I Proc. Instn Civ. Engrs, Part 2,1982,73, Sept., 669-671 8494...

... STANDARDS CODES PRACTICE REJECTION TESTS DEVIATION PROBABILITY SELECTION RANDOM EQUATIONS RISKS DEFECTS MINIMUM CURVES CUSTOMERS PRODUCERS SAMPLING VARIABILITY CALCULATIONS THEORY Proc. InstnCiu. Engrs, Part 2,1982,73,June, 515-532 8494 DISCUSSION Concrete cube strengths-what use...

...SR COCHRANE; FR MONTGOMERY; CP 110 © Thomas Telford and ICE 1980 QUEENS UNIVERSITY BELFAST DESIGN PROBABILITY PARTIAL SAFETY FACTORS NORMAL GAUSS CONTINUOUS GAUSSIAN DISTRIBUTION SPECIFICATIONS MATHEMATICS MATERIALS STRENGTH STRUCTURAL LOADS MINIMUM STANDARDS...

...D BOND © Thomas Telford and ICE 1979 SHEFFIELD UNIVERSITY CAD COMPUTERS DESIGN AIDS AIDED CONCRETE STRUCTURES ISOPARAMETRIC FINITE ELEMENTS NON LINEAR OPTIMISATION METHODS ANALYSIS PROCEDURE CONCRETE STRUCTURAL FORMS MINIMUM COSTS ARCHES STAIRWAYS SHELLS ROOFS...

...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...

...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...

...MJH STERLING; B COULBECK Proc. tnsfn Ciu. Engrs, Part 2, 1975, 59, Dec., 813-818 TN 123 A dynamic programming solution to optimization of pumping costs Notation c electricadlemantdariff d watdeermand f futealriff f a fuealdjustment g reservoqiur antity g gmlng gr maximum, minimum, initial...

...VP LANE; H HARRIMAN; HH ROSENBROCK © Thomas Telford and ICE 1975 COMPUTER SERVICES LTD SOUTHERN WATER AUTHORITY WARD ASHCROFT AND PARKMAN MINIMUM METHODS NODAL EFFECT SIZE REINFORCED OPTIMISATION UNIVARIANT RECTANGULAR EFFICIENCY COSTS SEARCH PROCESS PROBLEMS...

...AB TEMPLEMAN; P SWANNELL 7295 DISCUSSION Structural design for minimum cost using the method of geometric programming A. B. TEMPLEMAN The following contribution has been received, Dr P. Swannell, W. S. Atkins & Partners The Paperis a most interesting one, covering a techniquewhich, although...

...AB TEMPLEMAN; AST CHEE; F SAWKO; LC SCHMIDT; C OSGERBY; AS WATSON; GM MILLS; JI NICHOLLS STRUCTURAL COSTS PROGRAMMING DESIGN METHODS OPTIMISATION MINIMUM GEOMETRIC 295 DISCUSSION Structural design for minimum cost using the method of geometric programming A. B. TEMPLEMAN M r A. S. T...

...AB TEMPLEMAN © Thomas Telford and ICE 1970 LIVERPOOL UNIVERSITY 7295 Structural design for minimum cost using the method of geometric programming A. B. TEMPLEMAN, BEng, PhD This Paper describes the recentleyvolved technique of geometric programmingwhich is concerned with finding...

...CT MORLEY © Thomas Telford and ICE 1969 CAMBRIDGE UNIVERSITY SKEW SLABS MOMENTS STEEL STRENGTH CHARTS MINIMUM ARMS REINFORCEMENT BENDING METHODS RESISTANCE UNDER REINFORCED DESIGN YIELD FAILURES TRIADS CONCRETE TORSIONAL PROPORTIONING FORMULAE LEVERS 7126 Skew...

...A BREBNER; K C WILSON; M B ABBOTT; G LACEY; D I H BARR; J G HERBERTSON; T M PRUS-CHACINSKI QUEENS UNIVERSITY ONTARIO REGIMES EQUATIONS RELATIONS PRESSURISED FLOW MINIMUM ENERGY DEGRADATION RATES METHODS FLOW TWO PHASE THEORY ISOTHERMAL FORMS THERMODYNAMICS © Thomas...