... ~ Written discussion closes 15August 1991;for further details see p. ii. * Lecturer, Department of Civil and Municipal Engineering, University College London. 605 CHANDLER Introduction Idealized response spectra are used in building codes'-3 to specify the earthquake action for determining the lateral...

... &en taken into account Written discussion closes 15 February 1990; for further details see p. ii. * Lecturer, Department of Mechanical Engineering, University College London. t Professor, NDE Centre,Department of Mechanical Engineering, University College London. 539 instantaneous mean crack growth...

...AM CHANDLER; GL HUTCHINSON © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE LONDON MELBOURNE UNIVERSITY DESIGN TORSIONAL SECONDARY EARTHQUAKES PROVISIONS BUILDING CODES EVALUATION STRUCTURES TORQUE STRUCTURAL ELEMENTS CODES STIFFNESS TIME HISTORY ANALYSIS RESPONSES...

...J C P KAM; W D DOVER; WIRSCHING © Thomas Telford and ICE 1988 UNIVERSITY COLLEGE LONDON FAST FATIGUE ASSESSMENT PROCEDURE OFFSHORE STRUCTURES STRESS RANDOM HISTORY STATE OF THE ART PREDICTION MODELS ANALYSIS LOADS POWER EQUATIONS SEA STATE RESPONSES CONFIGURATION...

...G PAYNE; A SHAHEED; D MCNEILL; JT WINPENNY © Thomas Telford and ICE 1985 OXFORD POLYTECHNIC HALCROW FOX & ASSOCIATES UNIVERSITY COLLEGE LONDON OVERSEAS DEVELOPMENT AGENCY SHANTY SLUMS TOWNS PROBLEMS URBAN PLANNING DEVELOPING COUNTRIES DEMAND HOUSING URBANISATION...

... of the body is aero(hydro)dynamicallyunstable to smalldisturbances. Written discussion closes15 November 1983;for further details see p. (ii). * University College London. t London Centre for Marine Technology. 397 BOKAIAN AND GEOOLA Notation lateral dimension of the cylinder parallel to the flow direction...

...AR BOKAIAN © Thomas Telford and ICE 1982 LONDON CENTRE FOR MARINE TECHNOLOGY UNIVERSITY COLLEGE LONDON FAST WATER DEFLECTION TRANSVERSE WALLS EXPERIMENTS JETS FINITE DIMENSIONS OVERFLOWS SPILLWAYS SMOOTH VERTICAL PERPENDICULAR INITIAL FLOW STATE DEVELOPMENT...

...JGA CROLL © Thomas Telford and ICE 1982 UNIVERSITY COLLEGE LONDON ELASTOPLASTIC BUCKLING PRESSURE AXIAL LOADS CYLINDERS ELASTIC LOWER BOUNDS PREDICTION MATERIALS YIELD PLASTICITY TESTS DESIGN METHODS PROCEDURE SAFETY PLASTIC COLLAPSE ASYMMETRIC DEFORMATION...

...JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON LOWER BOUNDS CYLINDERS REDUCED AXIAL INDEPENDENT ANALYSIS OBSERVATIONS PREDICTION DESIGN EIGEN VALUES ELASTOPLASTIC STIFFNESS ELASTIC ISOTROPIC BEHAVIOUR TESTS MEMBRANES EXPERIMENTAL THEORY CLASSICAL...

...CP ELLINAS; JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON BUCKLING CYLINDERS LOADS ELASTIC BENDING GEOMETRY SHELLS MATERIALS PARAMETRIC ECCENTRICITY BEHAVIOUR RING STIFFNESS LOWER BOUNDS SKIN TRANSITION EFFICIENCY STUDIES STRUCTURAL STIFFENED...

...S SRIDHARAN; AC WALKER; A ANDRONICOU © Thomas Telford and ICE 1981 WASHINGTON UNIVERSITY ST. LOUIS SURREY UNIVERSITY UNIVERSITY COLLEGE LONDON LOCAL CYLINDERS AXIAL CYLINDRICAL CONSTRUCTION SUPPORTS DISPLACEMENT ELASTOPLASTIC EDGES BUCKLING DEFLECTION GEOMETRY STRENGTH...

...CP ELLINAS; RC BATISTA; JGA CROLL © Thomas Telford and ICE 1981 UNIVERSITY COLLEGE LONDON RIO DE JANIERO FEDERALE UNIVERSIDADE OVERALL STIFFENED LOWER BOUNDS ELASTIC COMPONENTS POST BUCKLING REDUCTION INCREMENTAL EXPERIMENTAL TRIGGERING ISOTROPIC DESIGN EFFICIENCY POST...

... more Written discussion closes 15 August, 1980, for publication in Proceedings, Part 2. Formerly University College London, now University of Surrey. t University College London. 447 WALKERANDSRIDHARAN Notation are4 of stiffener d,t, flexural rigidity of shell Et3/12(l - v') Young's modulus moment...

...MR HORNE; K ELSHARKAWI; P MOONTAGUE; MERRISON © Thomas Telford and ICE 1977 UNIVERSITY COLLEGE LONDON KAISER ENGINEERS CALIFORNIA INFLUENCE PANELS SPACING PLATES RULES STRESS METHODS WELDS STRENGTH STIFFENERS CONNECTIONS STIFFENED INTERIM RESIDUAL LOADS CONTINUOUS...

...PG SIBLY; T BOUCH; AC WALKER; T COOPER; R STEPHENSON; LS MOISSEIFF © Thomas Telford and ICE 1977 UNIVERSITY COLLEGE LONDON UK USA CANADA UNITED STATES NORTH AMERICA STRUCTURAL LARGE CONSTRUCTION RAILWAYS TRUSSES STRUCTURES WIND DEATHS STRUTS SUSPENSION...

...PRS SPEARE; KO KEMP; E REISSNER © Thomas Telford and ICE 1976 CITY UNIVERSITY LONDON UNIVERSITY COLLEGE LONDON SHEAR HOMOGENEOUS THEORY FINITE ELEMENTS SOLUTIONS TESTS PARTIAL RATIOS DEFORMATION SANDWICH EFFECT FINITE DIFFERENCE ANALYTICAL DEFLECTION MODIFICATION...

... PREDICTION UNIAXIAL RIGID ULTIMATE UNIVERSITY COLLEGE LONDON © Thomas Telford and ICE 1975 Proc. Instn Civ. Engrs, Part 2, 1975, 59, Dec., 645-658 7806 An analysis of thefailure mechanism of an axially loaded simply supported steel plate P. DAVIES, BSc(Eng)* K. 0 . KEMP, BSc(Eng), PhD, MICE...

... DIFFERENCE COEFFICIENTS IN PLANE DEFLECTION CONSTRAINTS ACCURACY RELATIONS IMPERFECTIONS REDPATH DORMAN LONG UNIVERSITY COLLEGE LONDON © Thomas Telford and ICE 1975 Proc. Instn Civ. Engrs, Part 2, 1975,59, Dec., 763-787 7858 Explicsitolutions fotrhe design of initially deformed...

...MS EL NASCHIE © Thomas Telford and ICE 1975 UNIVERSITY COLLEGE LONDON LOCAL CYLINDRICAL ANALYSIS POST BUCKLING SHELLS COMPRESSED METHODS Proc. Instn Cio. Engrs, Part 2, 1975, 59, Sept., 523-525 TN 112 Local post buckling of compressed cylindrical shells Notation b wavelength...

...KJ IVES; RMW HORNER © Thomas Telford and ICE 1973 UNIVERSITY COLLEGE LONDON TAYLOR WOODROW RADIAL MODELS DIFFERENTIAL FLOW ANALYTICAL FILTERS EXPERIMENTS GLASS FILTRATION FLUIDS EQUATIONS VOLUME SOLUTIONS SAND BALLOTINI BEADS MATHEMATICS PARTIAL CONTINUITY...