... ANALYSIS SHALLOW DEPTH FLEXURAL DEFORMATION COMBINED ACTION FULL EXPERIMENTS BONDS INSTRUMENTATION TESTS PROCEDURE MODES FAILURES STRAIN DEFLECTION FEASIBILITY INTERFACE ULTIMATE LOADS Proc. Instn Civ.Engrs, Part 2, 1989,81, Sept., 377-399 PAPER 9439 STRUCTURAL ENGGRINOEUEPRING...

...DIH BARR; COLEBROOK WHITE © Thomas Telford and ICE 1986 STRATHCLYDE UNIVERSITY CHANNELS TRANSFORMS SOLUTIONS EXPLICIT FUNCTIONS FLOW PIPES PARTIALLY FULL NUMERICAL METHODS PROCEDURE DEPTH VARIABLES DISCHARGES SHAPE SIZING GRADIENTS Proc. Instn Cit .Enyrs, Part 2...

...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...

...GT LIM; GJ TURVEY; R HAYTHORNTHWAITE © Thomas Telford and ICE 1985 RESPONSES LOADS CIRCULAR STEEL PLATES CLAMPED CIRCULAR THEORY EXPERIMENTS UNIFORM FULL RANGE RIGID PLASTIC MEMBRANES DEFLECTION PREDICTION BENDING Proc. lnstn Ciu. Engrs, Part 2,1985,79, Mar.2, 11-213...

... FULL BAGHDAD IRAQ MIDDLE EAST Proc. lnstn Civ.Engrs, Part 1,1983,74, Nov., 837-869 PAPER 8678 Analysis and design ofa large raft foundation in Baghdad J. A. HOOPER, MEng, PhD, DIC,MICE,MIStructE* A combined monument and museum, located on the outskirts of Baghdad, is founded on a 150 m...

... RATIOS INITIAL TECHNIQUES EQUILIBRIUM BOUNDARIES FAILURES ELASTOPLASTIC STIFFENED FORMULATION LATERAL COMBINED T SECTIONS SECTIONS RECTANGULAR GEOMETRY EQUATIONS DYNAMICS PLASTICITY FULL PANELS RIGIDITY DEFORMATION PREDICTION DISPLACEMENT CONDITIONS MO IMPERIAL COLLEGE...

...JG FRODIN; RP JOHNSON; R TAYLOR; DGE SMITH; JWB STARK © Thomas Telford and ICE 1978 WARWICK UNIVERSITY SCOTT WILSON KIRKPATRICK DEFLECTION FULL CONNECTIONS RATIOS VALUE COMPOSITE PARTIAL STUDIES BONDS CONSTRUCTION BEAMS SHEAR LOADS STIFFNESS PROPPED Proc. Instn...

...JG FRODIN; R TAYLOR; JWB STARK; CP 117 DEFLECTION FULL CONNECTIONS PRACTICE STIFFNESS SPANS LINEAR ULTIMATE STEEL COMPOSITE PARTIAL SERVICE DEPTH RESISTANCE CONNECTORS CONCRETE BEAMS SHEAR CODES SERVICEABILITY LOADS RATIOS MOMENTS INVESTIGATIONS CENTRAL UMIST...

...P ANSOURIAN © Thomas Telford and ICE 1975 SYDNEY UNIVERSITY APPLICATIONS ANALYSIS SYSTEMS ELEMENTS CONCRETE JOISTS VARIABLES STIFFNESS ERRORS T BEAMS COLUMNS REPRESENTATION MESHES METHODS COMPOSITE THIN FULL SLABS ELASTIC RATIOS FORMS BEAMS LOADS CONNECTIONS...

...GTG MOHAMEDBHAI; R TAYLOR; CP 110 © Thomas Telford and ICE 1974 MANCHESTER UNIVERSITY MAURITIUS UNIVERSITY LONG TERM SPANNING VARIABLE REINFORCED FULL EXPERIMENTAL DEFORMATION PROCEDURE CYLINDERS SHRINKAGE EFFECT CODES FLEXURAL BEHAVIOUR SLABS INVESTIGATIONS CONCRETE...

...MZ COHN; DE GRIERSON © Thomas Telford and ICE 1970 WATERLOO UNIVERSITY ONTARIO EQUILIBRIUM DESIGN CONCRETE FULL SAFETY ECONOMICS DETAILING GEOMETRY METHODS SERVICEABILITY CONTINUOUS OPTIMUM REDISTRIBUTION EFFICIENCY FUNCTIONS PRACTICE LOADS LIMITS REINFORCED BEAMS...

...A C CASSELL; P J KINSEY; D J SEFTON © Thomas Telford and ICE 1968 IMPERIAL COLLEGE CYLINDRICAL DYNAMICS EQUATIONS SOLUTIONS CONDITIONS THEORY FINITE DIFFERENCE FULL SHELLS RELAXATION DAMS MIXED THIN NUMERICAL APPROXIMATION ANALYSIS APPLICATIONS ARCHES BOUNDARIES...

...E A BUNT © Thomas Telford and ICE 1965 JOHNS HOPKINS UNIVERSITY SIMILARITY APPLIED TRANSITION RISING FLOW INTAKES BELLMOUTHS FULL GEOMETRY CONFIGURATION Synopsis+ Paper No. 6872 SIMILARITYCONSIDERATIONSAPPLIED TO THE TRANSITIONFROMNORMALRISINGFLOW TO FULL FLOW...

...F S SNOW; W L SWAIN; C L C ALLAN; R E MCNAMARA © Thomas Telford and ICE 1964 SOUTH OF SCOTLAND ELECTRICITY BOARD FULL AIR CONDITIONING MODERN STRUCTURES PROBLEMS SOLUTIONS TECHNIQUES METHODS VIBRATIONS CONTROL FANS Discussion on Paper No. 6676* Full air-conditioning...

...-walls should also beconsidered, though these are often necessary under local &e authority regulations. 13. Effectivesealing of windowsis a necessity for full air-conditioning. The use of metalframes,however, tends to accentuate the problems of moisture condensation, sincethese transmit heat very rapidly...

... FULL BANK FULL FREQUENCIES BEDS WIDTH STANDARD REGIMES BEHAVIOUR FLOW GEOMETRY STREAMS CATCHMENTS RAINFALL CHANNELS SUSPENDED LOADS SOLIDS MATERIALS SLOPES GAUGES SILT NON TIDAL TIDELESS ENGLAND WALES UK DISCUSSION ON A STUDY OF THE BANK-FULL DISCHARGES OF RIVERS...

...M NIXON © Thomas Telford and ICE 1959 STUDIES BANK FULL DISCHARGES RIVERS BANKS FULL ENGLAND WALES UK CORRIGENDA Proceedings, February 1959. Paper No. 6320 (Sadler) 0 91, line 2. For 0 48 read 0 46 List of symbols, items kl,k2, k and kz . Asl not ASt Table 6, p. 156...

...M NIXON; LACEY; INGLIS © Thomas Telford and ICE 1959 TRENT RIVER BOARD STUDIES BANKS DISCHARGES RIVERS FULL BANK FULL DATA FORMULAE RELATIONS CHANNELS SHAPE REGIMES METHODS USE EQUATIONS DESIGN FREQUENCIES VALUE EFFECT CONDITIONS STANDARD SEDIMENTS LOADS WIDTH...