... MOMENTS NON LINEAR CURVATURE SPECIFIC TWIST CHARACTERISTICS INCREMENT ITERATIVE PROCEDURE METHODS LOADING RECTANGULAR I BEAMS ELASTIC RANGE CURVES INSTABILITY RELATIONS EXPERIMENTS FAILURES ENERGY STIFFNESS COEFFICIENTS EQUATIONS Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89...

... RANGE CONCRETE CASTING SHEDS CYCLES TORRIDGE BIDEFORD DEVON UK Proc. IfurnCio. Engrs, Part 1, 1990,88,Apr., 211-23 1 9515 ~~ ~ STRUCTURAL ENGINEERING GROUP C. H. POTHECARY, OBE, BSc, FICE, FIHT, MConsE' L. BRINDLE, BScTcch, MICE, ACIArh* This paper describes the work preceding...

... for this type of joint under random offshore loading isnegligible. The weighted average stress range (WASR)concept was therefore developed to facilitate eficient fatigue fracture mechanics assessment of offshore welded structures. Several equations have been developed to predict the WASR directly from...

... SPECIMENS INSTRUMENTATION HEATING PROCEDURE FREE CURVATURE LOCAL REINFORCEMENT RANGE SHIFT ACCURACY MODELS SECTIONS STIFFENING VALUE Proc. Instn Cio.Engrs, Part 2,1989,87, Sept., 41-28 PAPER 9453 STRUCTURAL ENGGRINOEUEPRING Effects of creep on cracked reinforced concrete beams under...

... concentrated wave energy. These sites represented a wide range of potential power. A natural gulley called Geodh an T'Searraich had been selected for the prototype 180 kW device. The shape of the gulley caused a fourfold increase in wave energy to about 24 kW/m. The OWC was to be formed as a concrete box...

...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...

...RA FALCONER; REYNOLDS © Thomas Telford and ICE 1985 BIRMINGHAM UNIVERSITY CURRENTS RESIDUAL HARBOURS MATHEMATICS MODELS STUDIES PREDICTION TIDES TIDAL RANGE NARROW ENTRANCES STRESS REYNOLDS NUMBERS TURBULENT TURBULENCE CONVECTION ACCELERATION FLOODS VELOCITY JETS...

...JX JIANG; RA FALCONER © Thomas Telford and ICE 1983 TONGJI UNIVERSITY SHANGHAI BIRMINGHAM UNIVERSITY TIDAL EXCHANGE CHARACTERISTICS MODELS RECTANGULAR HARBOURS LABORATORIES STUDIES PLAN FORM GEOMETRY QUALITY WATER ENTRANCES WIDTH RANGE ASYMMETRIC CONFIGURATION FLOW...

...PJ MASON © Thomas Telford and ICE 1982 SIR ALEXANDER GIBB HYDRAULIC ENERGY DISSIPATORS DAMS OUTLETS WORKS SURVEYS PROTOTYPES USAGE HEADS FLOW RANGE SPILLWAYS COSTS CONVEYANCING CHUTES VELOCITY TAILWATER CONCENTRATION INTERNATIONAL TECHNIQUES STRUCTURES ROCKS...

... EXPRESSION INITIAL POST YIELD COEFFICIENTS MATRICES MATRIX TESTS JOINTS SUBASSEMBLAGES SPECIMENS ROSETTES YIELD BEAMS BEHAVIOUR INTERSECTIONS TUBES STEEL PREDICTION ELASTIC RANGE PLASTIC FRAMES INVESTIGATIONS INTERIOR WELDED STRAIN WEBS LEVELS STIFFNESS Proc. lnstn Cio.Engrs...

... CONCRETE QUASI STATIC RANGE FORCES ISRAEL © Thomas Telford and ICE 1981 Proc. Instn Ciu.Engrs, Part 2,1981,71, Sept., 931-944 TN 303 Experimendtaeltermination of the critical damping ratio inbuildings with an open ground storey M.BAR-ILAN, BSc, MSC* This Paper describes experimental...

... CELLULAR MEMBERS RANGE FAILURES INCREMENTAL CONVERGENCE EFFECTIVE PREDICTION GEOMETRY STRESS ANALYTICAL PROGRAMS CAPACITY NON LINEAR BEHAVIOUR BENDING IDEALISATION EXTENSIONS COLLAPSE HIGH PROCEDURE SOLUTIONS COMPRESSION YIELD LINE CONDITIONS WEBS CALCULATIONS LONGITUDINAL...

... that the fundamental frequency and response per unit force applied were reduced as the water level rose, whereas the transfer of energy between buttresses increased. Since the upper frequency range of the exciters is 10 Hz,only the resonance frequencies below this value could be excited. Five modal frequencies were...

...KJ THOMPSON; R PARK © Thomas Telford and ICE 1980 NEW ZEALAND MINISTRY OF WORKS CANTERBURY UNIVERSITY NZ MOMENTS LOADS CONCRETE METHODS PARTIAL INELASTIC STRAIN STEEL CURVES FACTORS EFFECT CURVATURE CYCLIC MEMBERS REINFORCED RANGE MODELS PRESTRESSING TESTS...

...R MARQUES; M VILLARRUBIA; M LLORENS © Thomas Telford and ICE 1979 BARCELONA UNIVERSITY ANALYSIS PREDICTION MAXIMUM DEFLECTION ELASTIC COLUMNS AXIAL LOADS ENDS FIXED FREE EQUATIONS RANGE ANGLES CIRCULAR RECTANGULAR FORMULATION .Proc. lnstn Ciu. Engrs, Part 2, 1979...

...GJ TURVEY LARGE DEFLECTION PRESTRESSED PRESTRAINED CIRCULAR MEMBERS DYNAMICS RELAXATION METHODS AXISYMMETRIC RESPONSES UNIFORM LOADS INITIAL STRESS RESULTANTS NON DIMENSIONAL LATERAL PRESSURE RANGE REGIMES STIFFNESS EQUATIONS SOLUTIONS TECHNIQUES Proc. Instn Ciu...

... are all examined. From a wide range of cross-sections, the form of a standard momentxurvature curve is determined. Simple analytical expressions are derivedwhichgive an approximate but quite accurate pre- diction of the form of the complete curve throughout the elastic and inelastic range. The criterion...

...PA FRIEZE © Thomas Telford and ICE 1978 IMPERIAL COLLEGE GLASGOW UNIVERSITY ELASTOPLASTIC THIN WALLED ANALYSIS RANGE GOVERNING SOLUTIONS FUNCTIONS TANGENTIAL WALLS RELAXATION PLATES FORMULATION PARAMETERS LOADS VARIATIONS STRESS FLANGES PROCEDURE STRAIN...

...JM SKILLMAN; J KLUTH; JH VAN LOENEN; TL SHAW; HS WHEATER; EM WILSON; JA DERRINGTON; AM MUIR WOOD; P ACKERS; IS PEARSALL; JD GWYNN STEVIN CONSTRUCTION VB SIR ROBERT MCALPINE TIDAL RANGE CAISSONS FLOODS MACHINERY POWER TIDES BARRAGES DYKES TURBINES ENERGY BARRIERS CONCRETE...

...; this includes the effectof the water/cement ratio and the range of thewater/cementratiosuitableforbrickworkusinga common building sand conforming to BS 1200: 1955. investigation Materials 3. The materials usedwere: ( a ) Portlandcementand lime: ordinaryPortlandcement to BS 12: 1958 and lime to BS 890: 1966...