... 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...

...J A HEMSLEY; WINKLER; FOURIER © Thomas Telford and ICE 1988 OVE ARUP PARTNERSHIP FLEXURE INFINITE PLATES WINKLER SPRINGS HALF SPACE PLANE STRAIN THEORY TRANSFORMS ELASTOSTATICS THIN HOMOGENEOUS CLOSED FORM SOLUTIONS SPRINGS SYMMETRIC ANTISYMMETRIC LOADS NUMERICAL...

...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...

...AA DUMANOGLU; RT SEVERN © Thomas Telford and ICE 1984 BRISTOL UNIVERSITY DYNAMICS RESPONSES DAMS STRUCTURES DIFFERENTIAL GROUND MOVEMENT EARTHQUAKES SPEED PROPAGATION FINITE TRAVEL TIME ANALYSIS DISPLACEMENT FOUNDATIONS INTERFACE STRESS INERTIA MAGNITUDE INFINITE...

...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 Proc. Instn Ciu. Engrs, Part 2, 1981, 71, June, 543-549 TN 292 Stress intensfaitcytafonorrs infinite array of collinear cracks subjected to varying pressure A weight function...

... of the literature on wave refraction studies shows that the most commonly used contemporary method of predicting the effects of wave refraction is based on plotting wave rays or orthogonals. This procedure works well except when adjacenot rthogonals intersect, as oRen happens in practice. In such regions infinite...

...GA MOHR; AS POWER; BOUSSINESQ © Thomas Telford and ICE 1978 CAULFIELD TECHNOLOGY INSTITUTE ELASTIC FINITE ELEMENTS MEDIA BURIED ISOPARAMETRIC ANALYTICAL MODELS FORCES CLASSICAL EXPANSION BOUNDARIES INFINITE IDEALISATION ROCKS MEMBRANES SOLUTIONS AXISYMMETRIC...

... could be expressed as a corresponding Fourier series in the radial co-ordinate, to give a complete analytical repre- sentation of theconcentratedload.Theparticularintegralsolution which would result would require the summation of an infinite series for each span- wise harmonic, thus rendering numerical...

...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 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 THE ARTICULATEDCONTINUOUS BEAM...

... 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, University of Cambridge...