... THEORY COUPLED FUNCTIONS FORCING METHODS BENDING MOMENTS INFINITE FLEXURAL STIFFNESS EQUILIBRIUM Proc. Instn Civ. Engrs, Part 2, 1990,89, Sept., 3 5 5 3 7 3 PAPER 9574 STRUCTURAL ENGINEERING GROUP Antisymmetric plane strain flexuoref a finite strip foundationon a half-space J. A. HEMSLEY...

...JA HEMSLEY; FOURIER h o c . Instn Cio. Engrs, Part 2,1988,8!5, Dec., 629-663 PAPER 9323 STRUCTURAL ENGGRINOEUEPRING Plane elastostatic flexuroef an infinite plate on a half-space J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE* The plane elastic flexure of a thin infinite plate in frictionless...

... is used to link the elastostaticflexure of a thin infinite plate founded on Winkler springs and a homogeneous half-space. Simple closedform solutions are derived for a plate on springs under symmetric and antisymmetric loading, and numerical results are compared with those obtained previously...

... to infinity, 4OOO m/s and 2000 m/s, is considered. The infinite speed gives the conventional case, where there are no pseudo-static effects, but its use with the more general computer program described in this Paper presents many useful checks. An embankment dam and a gravity dam are then considered...

...O VILNAY © Thomas Telford and ICE 1984 UNIVERSITY COLLEGE CARDIFF BUCKLING MASONRY ARCHES VOUSSOIRS WEDGE SHAPED LOADS BLOCKS ENERGY METHODS CONDITIONS RIGID INFINITE PARAMETERS RATIOS GEOMETRY ASPECT WIDTH SPANS STABILITY UNSTABLE PARABOLIC UNIFORM DISTRIBUTION...

...AP PARKER; JC MASON; DS DUGDALE © Thomas Telford and ICE 1981 ROYAL MILITARY COLLEGE OF SCIENCE SHRIVENHAM STRESS INFINITE CRACKS FUNCTIONS ANALYTIC SURFACES RIVETS PREDICTION INTENSITY ARRAYS PRESSURE SOLUTIONS LOADS DISTRIBUTION MODELS EQUATIONS SUPERPOSITION...

... except when adjacenot rthogonals intersect, as oRen happens in practice. In such regions infinite wave heights are predicted. An improved approach to the problem of specifying wave conditions in shallow water requires the effectsof diffraction to be included. Starting with linear wave theory an equation...

...GA MOHR; AS POWER; BOUSSINESQ ELASTIC FINITE ELEMENTS MEDIA BURIED ISOPARAMETRIC ANALYTICAL MODELS FORCES CLASSICAL EXPANSION BOUNDARIES INFINITE IDEALISATION ROCKS MEMBRANES SOLUTIONS AXISYMMETRIC CONCENTRATED ELASTICITY CONDITIONS SEMI INFINITE PIPES ANALYSIS ELEMENTS...

...A COULL; P C DAS; FOURIER © Thomas Telford and ICE 1967 STRATHCLYDE UNIVERSITY SOUTHAMPTON UNIVERSITY ANALYSIS CURVED BRIDGES DECKS SLABS DEFLECTION SERIES LOADS EXPRESSION MOMENTS TESTS MODELS FORCES SHEAR CIRCULAR CURVES CONCENTRATED RADIAL ISOTROPIC INFINITE...

...B A SUTTON © Thomas Telford and ICE 1960 ROYAL MILITARY COLLEGE OF SCIENCE SERIES SOLUTIONS SURGES TANKS PROBLEMS AMPLITUDE OSCILLATIONS LOADS INFINITE FRICTION FACTORS REJECTION TAKING ON PIPES INDEX VALUE HEIGHT NON DIMENSIONAL QUANTITIES VALVES CLOSURES...

...R G ROBERTSON © Thomas Telford and ICE 1960 CAPE TOWN UNIVERSITY ARTICULATED CONTINUOUS BEAMS METHODS SPANS PROPORTIONS DEPTH HAUNCHES SIZE ECONOMICS SIMPLE DESIGN CHARTS PRESTRESSED REINFORCED CONCRETE CONSTRUCTION INFINITE CANTILEVER RATIOS Paper No. 6393...

... DIMENSIONAL TWO DIMENSIONAL PLASTIC REINFORCED CONCRETE SIMPLE SUPPORTS STEEL PROPPED CANTILEVER FLOORS COLUMNS INFINITE CLAMPS CIRCULAR CLAMPED PANELS Paper No. 6363 INVERSEDESIGN OF BEAMS AND GRILLAGES bY Jacques Heyman, M.A., Ph.D., A.M.I.C.E. University Lecturer in Engineering...