... range; curves are obtained which enable values of L/b and Lh/b2that correspond to the onsetof lateral instabilityto be deduced and compared with the valuesgivenintheexistingcodesofpractice.Threealternativemethodsofdefiningthe moment-arvature/specific twist relationships are used to analyse the beams...

... CASTING A39 PRECASTING GLUED SEGMENTAL PROBLEMS 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...

...J C P KAM; W D DOVER © Thomas Telford and ICE 1989 ASSESSMENT RANDOM WELDED LOADS RANGE STRUCTURES GROWTH PARTIAL FATIGUE WAVES STEEL AVERAGE FRACTURE EQUATIONS HISTORY LIFE OFFSHORE STRESS JOINTS WEIGHTED MECHANICS CRACKS CORROSION DAMAGE UNIVERSITY COLLEGE...

... 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 combined force and thermal loads L. A. CLARK...

...TJT WHITTAKER; PRS WHITE; ACJ BAKER © Thomas Telford and ICE 1988 WAVES ENERGY DEVICES PROTOTYPES COSTS TAPERS POWER CONCENTRATED CONCENTRATION TURBINES WIND OSCILLATING ELECTRICITY GOVERNMENT TAPCHAN DESIGN STORAGE MEASUREMENT TIDAL RANGE ISLE OF ISLAY...

...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...

... of a mathematical model to predict the tide induced circulation within a narrow entranced harbour, which experiences exceptipnally large spring tidal ranges. In the model, particular attention has been paid to the mathematical treatment of the convective accelerations and the inclusion of the turbulent Reynolds...

...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 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 BASINS SIMPLE JUMP BAFFLES FREE...

... 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...

... 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...

... THEORY EQUIVALENT ELASTOPLASTIC CONCRETE QUASI STATIC RANGE FORCES ISRAEL 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...

... 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 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 BUCKLING DISTRIBUTION BEHAVIOUR...

... MAROUES. VILLARRUBIA AND LLORENS expression for the curvature due to the deflexion that the column under con- sidereaxtpioenriewnochreaksve.ers used Euler s differential deflexion equation to solve the problem for the elastic range of the material. Some (e.g. Monasa4 and Oden and Childs5) have studied...

...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...

... CURVES SIMPLE APPROXIMATE COMPLETE STRAIN DESIGN PLASTIC PARAMETRIC WIDTH YIELD REINFORCEMENT HARDENING DUCTILITY CONDITIONS VARIATIONS INELASTIC MATERIALS RESIDUAL SLIP MOMENTS ANALYTICAL PREDICTION RANGE SOFTENING COMPUTERS EXPERIMENTS STUDIES THICKNESS CONCRETE JOISTS...

...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...

... VB SIR ROBERT MCALPINE TIDAL RANGE CAISSONS FLOODS MACHINERY POWER TIDES BARRAGES DYKES TURBINES ENERGY BARRIERS CONCRETE HYDRAULIC LA RANCE RANCE BAY OF FUNDY KIMBERLEY SEVERN FRANCE USA CANADA AUSTRALIA UK HOLLAND NETHERLANDS Proc. Imtn Ciu. Engrs, Part...

...; 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...