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Keywords: REGULAR
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Journal Articles
Proceedings of the Institution of Civil Engineers (1989) 87 (2): 313–316.
Published: 01 June 1989
...M BIRKINSHAW; WJ EASSON; CA GREATED; RM WEBB; JR CHAPLIN © Thomas Telford and ICE 1989 CITY UNIVERSITY LONDON WAVES DESIGN EXPERIMENTS MEASUREMENT VELOCITY ACCELERATION THEORY MODELS STREAMS FUNCTIONS FLOW MODELLING HEIGHT REGULAR CREST VERTICAL TIME DEPENDENT...
Journal Articles
Proceedings of the Institution of Civil Engineers (1981) 71 (1): 263–267.
Published: 01 December 1981
...P LATINOPOULOS; DK TOLIKAS © Thomas Telford and ICE 1981 ARISTOTLE UNIVERSITY SALONIKA FLOW PIPES CORRUGATION SCALE WEAK REFLECTION UNIFORM RESONANT COUPLING SINUSOIDAL RESONANCE REGULAR METHODS NON STEADY WALLS ENDS EXPANSION WAVES MATHEMATICS PERTURBATION...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (4): 1143.
Published: 01 December 1979
...R BURROWS; TL SHAW © Thomas Telford and ICE 1979 CHOICE PERIODS ESTIMATING LOADS CYLINDERS REGULAR WAVES SPECTRA DESIGN PROBABILITY HEIGHT RETURN Proc. lnstn Ciu. Engrs, Part 2, 1979, 61, Dec., 1143 8229 DISCUSSION The choice of period when estimating loading on cylinders...
Journal Articles
Proceedings of the Institution of Civil Engineers (1979) 67 (2): 501–507.
Published: 01 June 1979
...R BURROWS; JR MORISON Proc. Instn Civ. Engrs, Part 2, 1979.67, June, 501-507 8229 The choice of period when estimating loading on cylinders from regular waves The loading inducedon submerged members of offshore structures by regular waves...
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (4): 913–930.
Published: 01 December 1973
... derivation of the formula is now presented. Attenuation of t h e peak discharge 11. It can be shown from equation(3) that the attenuation Q* of the peak discharge Q, at the upstreamsection of a regular channelis given approximately by where daQp/dtais the curvature at the peak of the upstream hydrograph...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers (1973) 55 (1): 285–290.
Published: 01 March 1973
...M GRIGORIAN TECHNICAL NOTE 80 Limit design of cornersupported, regular, rectangular gridworks under uniform loading M. GRIGORIAN, BSc, DPhil, MICE' This Note presentsgeneralized,valid,uniquecollapseloadformulaeforthelimit design of corner supported, rectangular, torsionless, plastically...
Journal Articles
Proceedings of the Institution of Civil Engineers (1970) 45 (2): 279.
Published: 01 February 1970
...M GRIGORIAN © Thomas Telford and ICE 1970 ARIA MEHR TECHNOLOGY UNIVERSITY IRAN FREE NETS ANALYSIS ASSESSMENT FREQUENCIES VIBRATIONS SUPPORTS REGULAR DYNAMICS CABLES FINITE DIFFERENCE METHODS NATURAL 7257 SYNOPSIS Free vibrations of supported cable nets A finite...

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