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1-7 of 7
Keywords: FRICTIONLESS
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Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 85 (4): 629–663.
Published: 01 December 1988
...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...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 85 (4): 721–724.
Published: 01 December 1988
...J A HEMSLEY; D A SPENCE; T E GLYNN © Thomas Telford and ICE 1988 ELASTOSTATICS PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS CONTACT FRICTIONLESS HALF PLANE MATHEMATICS EQUATIONS SLABS NUMERICAL STIFFNESS EDGES STRIP STRUCTURAL ANALYSIS BOUNDARIES BENDING MOMENTS...
Journal Articles
Proceedings of the Institution of Civil Engineers (1988) 85 (4): 665–687.
Published: 01 December 1988
... for an infinite plate in frictionless and continuous contactwith a half-space. Notation half-width of applied pressure loading E, h311241 - Young smodulus of plate Young smodulus of half-space thickness of plate auxiliary function spring stiffness bending moment per unit length applied bending moment per unit...
Journal Articles
Proceedings of the Institution of Civil Engineers (1984) 77 (4): 479–489.
Published: 01 December 1984
... areoaf the gutter. 3. Theprocedureadopted isfirst toobtain theoreticalsolutions for gutters that are level and frictionless. Design curves are then produced by incorporating suitable safety factors in the theoretical solutions. Finally, the effect of hydraulic resistance on the capacitoyf gutters...
Journal Articles
Proceedings of the Institution of Civil Engineers (1983) 75 (4): 735–749.
Published: 01 December 1983
... 100times the outlet diameter. This error will be even less for sections nearer the outlet. Therefore, it seems reasonable to treat the smooth wall as a frictionless reflector of momentum. Thus, expressions for wall jets can be formulated based on the analytical expressions developed for three-dimensional...
Journal Articles
Proceedings of the Institution of Civil Engineers (1978) 65 (4): 773–790.
Published: 01 December 1978
...IS ROBINSON SOUTHAMPTON UNIVERSITY TIDAL SHAPE POWER ANALYTICAL FRICTIONLESS FREQUENCY PERMEABLE DESIGN FLOW GAPS CONSTRUCTION TIDES NUMERICAL GENERATION ENERGY ESTIMATES RESPONSES ESTUARIES BARRAGES METHODS MODELS OSCILLATIONS MODELLING APPROXIMATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1965) 31 (1): 71–78.
Published: 01 May 1965
...E MARKLAND © Thomas Telford and ICE 1965 NOTTINGHAM UNIVERSITY CALCULATIONS FLOW FREE OVERFALLS RELAXATION METHODS FROUDE NUMBERS DIGITAL COMPUTERS COMPLEX POTENTIAL PLANE HYDRAULIC BOUNDARIES STREAMLINES NAPPE CHANNELS FRICTIONLESS For written discussion* Paper...
