...U A GIRHAMMAR; V K A GOPU ANALYSIS EFFECT COMPOSITE CONCRETE TIMBER BEAMS COLUMNS METHODS INTERLAYER SLIP INFLUENCE CLOSED FORMS INTERNAL AXIAL FORCES MOMENTS APPROXIMATE FORMULAE MAGNIFICATION CALCULATIONS MEMBERS SECOND ORDER APPLICABILITY DESIGN UNCRACKED SIMPLE...

...P G SAMUELS © Thomas Telford and ICE 1989 BACKWATER PARAMETERS ESTIMATES STATIONS STRUCTURES SOLUTIONS EQUATIONS HYDRAULICS UPSTREAM LOCATION PHYSICAL AUTOMATIC LENGTH CHANNELS GAUGING RECORDS CANALS APPROXIMATE HYDRODYNAMICS MODELS INFLUENCE BOUNDARIES PUMPS LAND...

...A COULL; BS CHOO © Thomas Telford and ICE 1982 GLASGOW UNIVERSITY SIMPLIFIED ELASTOPLASTIC ANALYSIS SHEAR WALLS COUPLED APPROXIMATE METHODS CONTINUUM NON LINEAR BEHAVIOUR LATERAL LOADS STIFFENED PLASTIC HINGES COUPLING BEAMS ENDS EQUIVALENT CONTINUOUS CONNECTIONS...

...MAM HERZOG © Thomas Telford and ICE 1982 SIMPLIFIED ANALYSIS CONCRETE GRAVITY DAMS EARTHQUAKES ARCHES METHODS APPROXIMATE EQUIVALENT STATIC FORCES EVALUATION SEISMIC COEFFICIENTS MOTION LOADS VIBRATIONS FOUNDATIONS MATERIALS DUCTILITY DAMPING PERTURBATION RESONANCE...

...J RHODES Proc. Instn Cio. Engrs, Part 2, 1981, 71, Mar.,165-183 8424 On the approximate prediction of elasto-plastic plate behaviour J. RHODES, BSc, PhD* An approachtotheanalysis of elasto-plasticbehaviourinplatessubjected to uniaxial ' compressiveloadingispresentedT...

...PA FRIEZE; J RHODES © Thomas Telford and ICE 1981 GLASGOW UNIVERSITY PREDICTION PLATES RESPONSES ANALYSIS ONE WAVE MODES ELASTOPLASTIC APPROXIMATE LOADS ELASTIC THREE WAVE THIN BEHAVIOUR METHODS COEFFICIENTS BUCKLING WAVES THICKNESS Proc. Instn Civ. Engrs, Part...

...AT WALDEN; DAVIES; P PRESCOTT; JENKINSON; J GRAFF © Thomas Telford and ICE 1981 BINNIE AND PARTNERS INSTITUTE OF OCEANOGRAPHIC SCIENCE APPROXIMATE DIAGRAMS FREQUENCY SEA COASTS INTERVALS FLOODS CONFIDENCE CURVES VALUE DISTRIBUTION LEVELS PARAMETERS MAXIMA PORTS...

... to derive confidence intervals forcertain port diagramcurves and, although basedon asymptotic theory,itisshown, usinsgimulatiopnrocedures, that thecseonfidencinetervaplsrovidreasonable approximations whetnhceurves are derivefdrom at least 50 maximumvalues. The procedure is illustrated using data from...

... VALUE BRIDGES APPROXIMATE ANALYSIS ELASTIC CALCULATIONS FACTORS PONTE MOSCA CLARE COLLEGE CAMBRIDGE TURIN UK ITALY © Thomas Telford and ICE 1980 Proc. Instn Ciu. Engrs, Part 2, 1980, 69, Dec., 921-937 8364 The estimation of the strength of masonry arches The Paper...

...FW WILLIAMS; UWIST UWIST BUCKLING CONTINUOUS DESIGN METHODS STIFFNESS RIGIDITY AXIAL CURVES LOADS EXACT THEORY ELASTIC COLUMNS GRIDS OUT OF PLANE DISTRIBUTION FORCES CALCULATIONS FAST SUPPORTS HAND BEAMS LOADS FLEXURAL SCALING COMPUTERS APPROXIMATE TRANSVERSE...

...KHM ALI; D PATEMAN © Thomas Telford and ICE 1980 LIVERPOOL UNIVERSITY THEORY AIR REGULATED REGULATED AIR FLOW SECTIONS HEADS DEPTH ASPECT DISTRIBUTION UPSTREAM APPROXIMATE EXPERIMENTAL SIPHONS IRROTATIONAL SHAPE LIPS CURVES PRESSURE MODELS EFFICIENCY RATIOS...

...D ANDERSON; MA ISLAM; GRINTER © Thomas Telford and ICE 1980 WARWICK UNIVERSITY LANCHESTER POLYTECNIC DESIGN BUILDINGS COMBINED STRENGTH SECTIONS LIMITED COMPUTERS BEAMS PROCEDURE SWAY UNBRACED STEEL LOADS ANALYSIS APPROXIMATE ACCURACY TIME STIFFNESS STOREYS...

...A COULL; CK LOW; VZ VLASOV © Thomas Telford and ICE 1979 GLASGOW UNIVERSITY PUBLIC WORKS DEPARTMENT SINGAPORE ANALYSIS STIFFENED NON PLANAR COUPLED SHEAR WALLS THEORY THIN WALLED BEAMS CONTINUOUS MEDIUM TECHNIQUES APPROXIMATE METHODS LATERAL LOADS COMBINED BENDING...

... PREDICTION ACCURACY FINITE DEFLECTION BENDING THEORY DIGITAL COMPUTERS MODES APPROXIMATE EQUATIONS TESTS MODELS DESIGN BEHAVIOUR CONTROL EXPERIMENTS PLASTIC CORRELATION Proc. Instn Ciu. Engrs, Part 2, 1979, 61, Sept., 607-626 8258 Buckling and collapse of thin internally-pressurized...

... WATER TANKS DAMS NODES ELEMENTS STRESS APPROXIMATE GAUSS COSTING BEAMS COLUMNS Proc. Instn Ciu. Engrs. Part 2, 1979.67, Sept., 785-800 Computer aided design of concrete structures using isoparametric finite elements and non-linear optimization A method is proposed which combines...

...HR EVANS; NE SHANMUGAM; BR MAWSON © Thomas Telford and ICE 1979 SOUTH GLAMORGAN COUNTY COUNCIL APPROXIMATE GRILLAGES METHODS ANALYSIS CELLULAR STRUCTURES IDEALISATION TORSION CONSTANTS TORSIONAL Proc. Imtn Ciu. Engrs, Part 2, 1919, 61, Sept., 873-875 8198 DISCUSSION...

...PA FRIEZE; ILYUSHIN; CJ BURGOYNE; GV IVANOV © Thomas Telford and ICE 1979 IMPERIAL COLLEGE ELASTOPLASTIC BEAMS APPROXIMATE PLANE LAYERS METHODS SOLUTIONS BUCKLING COLUMNS YIELD FUNCTIONS PLASTICITY EQUATIONS EXACT MULTILAYER SHORT THIN WALLED SURFACE TESTS...

... 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...

... CYLINDRICAL DESIGN GRAPHS ESTIMATING CURVES APPROXIMATE Proc. Imtn Civ. Engrs, Part 2, 1979, 67, Mar., 177-183 TN 209 Inelastbiucckling foluf id-filled circular ducts H. M. HAYDL, PhD, PEng* A. N. SHERBOURNE, PhD, PEngt Buckling and yieldingoflargefluid-filledcylindricalductsisdiscussed. A simple...

... APPROXIMATE RESPONSES LATERAL RELAXATION METHODS PREDICTION DESIGN SUPPORTS HIGH YIELD LIMITED PARAMETRIC CONSTITUTIVE PROCEDURE CURVES RADIUS FLEXURE DEFLECTION NON INCREMENTAL LARGE SOLUTIONS COMPUTERS DATA UNIFORM DIMENSIONLESS CLAMPED STEEL PARAMETERS ANALYSIS BOUNDARIES...