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Keywords: SUPERPOSITION
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Journal Articles
ANTISYMMETRIC PLANE STRAIN FLEXURE OF A FINITE STRIP FOUNDATION ON A HALF-SPACE.
Available to Purchase
Proceedings of the Institution of Civil Engineers (1990) 89 (3): 355–373.
Published: 01 September 1990
...J A HEMSLEY; CHEBYSHEV; FREDHOLM © Thomas Telford and ICE 1990 OVE ARUP ANTISYMMETRIC PLANE STRAIN FLEXURE FINITE STRIP FOUNDATIONS HALF SPACE EXACT ELASTIC SOLUTIONS STRIP GOVERNING EQUATIONS INTEGRAL SLOPES EXPANSION LOADS EDGES ASYMMETRIC SUPERPOSITION LOADING...
Journal Articles
ELASTIC SETTLEMENT OF A TRANSVERSELY ISOTROPIC CONTINUUM WITH SURFACE LOADING OVER A POLYGONAL REGION.
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Proceedings of the Institution of Civil Engineers (1985) 79 (2): 247–273.
Published: 01 June 1985
... FOUNDATIONS UNIFORM LAYERED SUPERPOSITION STRATA METHODS COMPLIANCE SHAPE Proc. Instn Ciu. Engrs, Part 2, 1985,19,June, 241-213 PAPER 8844 EGNRGOIUNGPEREORUINDG Elastic settlement of a transversely isotropic continuum with surface loading over a polygonal region J. A. HOOPER, MEng, PhD, DIC, MICE...
Journal Articles
TECHNICAL NOTE. STRESS INTENSITY FACTORS FOR AN INFINITE ARRAY OF COLLINEAR CRACKS SUBJECTED TO VARYING PRESSURE.
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Proceedings of the Institution of Civil Engineers (1981) 71 (2): 543–549.
Published: 01 June 1981
... for an infinite array of cracks); in this case equation (16) gives which conforms with the solution dueto Tada obtained using Westergaard stress functions. Model to take account of crack-tip plasticity 11. By employing the superposition illustrated in Fig. 3, it is easy to obtain K for a narrow band of constant...
Journal Articles
THE SEISMIC DESIGN STUDY OF A DOUBLE CURVATURE ARCH DAM.
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Proceedings of the Institution of Civil Engineers (1969) 43 (2): 217–248.
Published: 01 June 1969
... a correction to the dominant structural mass and small errorsin its magnitude would have little effect on the stress results. Calculation of response by modal superposition 26. Appendix 1 gives a mathematicaldiscussion of responsecalculation, and equation (A1.4) gives an expression from which the response...
Journal Articles
TECHNICAL NOTE. AN INFLUENCE COEFFICIENT METHOD FOR PRETENSIONED CABLE SYSTEMS.
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Proceedings of the Institution of Civil Engineers (1968) 41 (3): 543–548.
Published: 01 October 1968
...P KRISHNA; S R SPARKES © Thomas Telford and ICE 1968 ROORKEE UNIVERSITY IMPERIAL COLLEGE INFLUENCE PRETENSIONED CURVATURE HANGERS SUPERPOSITION COEFFICIENTS CABLES REVERSE TENSION METHODS SYSTEMS VERTICAL LAW TECHNICAL NOTE An influence coefficient method...
