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E-ISSN: 1753-7789

Volume 79, Issue 2, June 1985

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A NOTE ON THE DETERMINATION OF VERTICAL TURBULENT TRANSPORT COEFFICIEN TS IN A PARTIALLY MIXED ESTUARY.
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- pp. 235–246
- Authors: J R WEST; D W KNIGHT; K SHIONO; RICHARDSON
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.989
- Proc. Instn Civ. Engrs, Part 2, 1985,19,June, 235-246 PAPER 8812 WATER GROUP ENGINEERING A note on the determination vertical of turbulent transportcoefficients in a partially mixed estuary J. R. WEST, PhD, CEng, MICE* D. W. KNIGHT, PhD,MICE,MASCE* K. SHIONO, PhD* Turbulence measurements of two components of velocity and of salinity have been made in the Great Ouse estuary for partially mixed conditions. The data have been used to investigate thedependence on Richardson number of several coefficients associated with the turbulence closure problem...
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ELASTIC SETTLEMENT OF A TRANSVERSELY ISOTROPIC CONTINUUM WITH SURFACE LOADING OVER A POLYGONAL REGION.
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- pp. 247–273
- Authors: JA HOOPER; STEINBRENNER
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.990
- Proc. Instn Ciu. Engrs, Part 2, 1985,19, June, 241-213 PAPER 8844 ENGINEERING GROUP GROUND Elastic settlement of a transversely isotropic continuum with surface loading over a polygonal region J. A. HOOPER, MEng, PhD, DIC, MICE, MIStructE* Integral relationships are established for the vertical strain and displacement below the vertex of a uniformly loaded triangular area of general shape on the surface of a homogeneous transversely isotropic elastic half-space. In the important case of a right-angled triangle, closed-form expressions are derived for the complete range of transversely isotropic materials...
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SHIPS IN RESTRICTED WATERS (CRITICAL CONDITIONS).
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- pp. 275–293
- Author: D HASLEWOOD
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.991
- Proc. Instn Ciu. Engrs, Part 2,1985,79, June215-293 PAPER 8846 ENGINEERING MARITIME GROUP Ships in restricted waters (critical conditions) D. HASLEWOOD, BSc, PhD, FIStructE, MICE, MIWES* Whenashiptravelsalongacanal,aplotofresistanceagainstvelocity starts withthe subcritical region resistance curve, passes through a transition zone where the increase in resistance quickens, and ends at a `barrier' where large thrust input fails significantly to increase the speed of the ship. In the transitional zone, there is increasing drawdown and squat of the ship together with the growth an undular hydraulic jump aft the ship...
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THE FAILURE OF BRICK MASONRY UNDER BIAXIAL STRESSES.
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- pp. 295–313
- Authors: M DHANASEKAR; AW PAGE; PW KLEEMAN
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.992
- Proc. Znstn Cio. Engrs, Part 2,1985,79, June, 295-313 CTURAL PAPER 8871 ENGINEERING GROUP The failure of brick masonry under biaxial stresses M. DHANASEKAR, BE,MTech* A. W. PAGE, ASTC, BE, PhD,MIE(Aust)? P. W. KLEEMAN, BE,FSASM? Masonryis amaterialwhichexhibitsdistinctdirectionalpropertiesbecause the mortar joints act as planes of weakness. To define failure under biaxial stress, a three-dimensional failure surface is required, either in terms of the two principal stresses and their orientation to the bed joints (U,, u 2 , e) or in terms of the stress system related to the direction of the joints (normal stresses U, and up; shear stress T)...
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SHEAR STRENGTH OF CONCRETE BEAMS IN HOGGING REGIONS.
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- pp. 315–326
- Authors: LA CLARK; P THOROGOOD
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.993
- Proc. Instn Civ. Engrs, Part 2,1985,79,June, 315-326 PAPER 8874 STRUCTURAL ENGINEERING GROUP Shear strength of concrete beams in hogging regions L. A. CLARK, BEng PhD, MICE, MIStructE* P. THOROGOOD, BSc, MICE* The resultsof tests on 64 model reinforced concrete beams in shear are presented. The major f variables examined were the influence o laps in the shear span, and the position of the flexural reinforcement(top or bottom of beam) at the time of pouring. It was found that the presence of laps did notaffect shear strength...
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THE USE OF AERIAL PHOTOGRAPHY AND IMAGE PROCESSING TO MEASURE DYE DISP ERSION FROM A LONG SEA OUTFALL.
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- pp. 327–348
- Authors: WB WILKINSON; PJ CURRAN
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.994
- Proc. Insrn Ciu. Engrs, Part 2,1985,79, June, 327-348 PAPER 8882 WATER GROUP ENGINEERING The useof aerial photography and image processing to measure dye dispersion from a long sea outfall W. B. WILKINSON, PhD, FICE, MIG, FIWES, FGS* P. J. CURRAN, PhD, FRCS? Aerial photography and image processing to measure dye dispersion was carried out as part of an extensive study to assess the performance of a 3500 m long sea outfall discharging o f f the south coast of England...
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THE FATIGUE STRENGTH OF STUD SHEAR CONNECTIONS IN COMPOSITE BEAMS.
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- pp. 349–364
- Authors: DJ OEHLERS; L FOLEY
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.995
- Proc. InstnCiu. Engrs, Part 2,1985,79, June, 349-364 PAPER 8890 STRUCTURAL ENGINEERING GROUP The fatigue strength of stud shear connections incomposite beams D. J. OEHLERS, PhD,MSc, MICE* L. FOLEY, BE, MEngSct Analyses of 129 push tests, which include eleven new push tests, computer studies show and that the static strength a stud shear connection reduces as soon as cyclic loads are applied. of They also lead to a method of predicting the fatigue life which depends on the maximum static shear strength, the uni-directional ranges shear loads and the maximum possible of the shear load...
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BUCKLING BEHAVIOUR UNDER PRESSURE OF CYLINDRICAL SHELLS REINFORCED BY LIGHT RING STIFFENERS.
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- pp. 365–381
- Authors: SK TSANG; JE HARDING
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.996
- Proc. Instn Civ. Enyrs, Part 2, 1985,79, June,365-381 PAPER 8891 STRUCTURAL ENGINEERING GROUP ' Buckling behaviour under pressure of cylindrical shells reinforced by light ring stiffeners S. K. TSANG, MSc, DIG* PhD, MIStructE* DIC J. E. HARDING, This Paper examines the failure, under hydrostatic and lateral pressure loading, of three small-scale fabricated cylinders reinforced by light ring stiffeners. The ring stiffeners were designed so that overall failure involving both panel and ring buckling would be likely to occur...
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TECHNICAL NOTE. SYSTEMATIC EXPLICIT SOLUTIONS OF THE PRANDTL AND COLEBROOK-WHITE EQUAT IONS FOR PIPE FLOW.
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- pp. 383–389
- Authors: JJJ CHEN; COLEBROOK WHITE; PRANDTL; REYNOLDS; BLASIUS
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.997
- Proc. Instn Ch. Engrs, Part 2,1985,79,June, 383-389 TECHNICAL NOTE 431 WATER ENGINEERING GROUP Systematic explicit solutions of the Prandtl and Colebrook-White equations for pipe flow J. J. J. CHEN* The Blasius equation was used to provide the initial value in the solution the Prandtl and of Colebrook-White formulae. The accuracy of the resulting equations was compared with the more accurate explicit friction factor-Reynolds number equations available in the literature. Explicit equations suitable foruse as a substitute for the implicit Colebrook-White formula were also recommended...
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THE EFFECT OF SINUSOIDAL VERTICAL GUSTS ON THE SUBCRITICAL GALLOPING O -F A RECTANGULAR CYLINDER. CYLINDER.
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- pp. 391–400
- Authors: AS WHITE; CT TIEW
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.998
- Proc. Instn Cio. Engrs, Part 2, 1985,79, June, 391400 TECHNICAL NOTE 432 STRUCTURAL ENGINEERING GROUP The effect of sinusoidal verticalgusts on the subcritical gallopingof a rectangular cylinder A. S. WHITE, BSc(Eng),MSc,MRAeS, FRAS* C. T. TIEW, BSc* The effect of verticalsinusoidalgusts in anotherwiseuniformstreamonthetorsional of galloping oscillationof a rectangular section in one degree freedom has been studied. The experiments were conducted in an open return low speed wind tunnel with aclosed working section. Sinusoidal gusts were generated with a pair of vanes mounted upstream of the working section and produced gusts of up to 10" in amplitude and up to 3 Hz in frequency...
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TECHNICAL NOTE. THE ANALYSIS OF STEEL ORTHOTROPIC DECK PLATES IN THE NON-ELASTIC STATE .
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- pp. 401–414
- Authors: Z MANKO; VON MISES; PRANDTL REUSS
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.999
- Proc. Instn Ciu. Engrs, Part 2,1985,79,June, 401414 TECHNICAL NOTE 444 STRUCTURAL ENGINEERING GROUP The analysis of steel orthotropic deck plates in the non-elastic state Steel orthotropic bridge deck plates have a remarkable carrying capacity reserve, a factor which should be studied further in practice. This Technical Note describes the applicationof the finite strip method the non-elastic analysis such plates with arbitrary cross-sections to of of of the longitudinal ribs (open closed). It should underlined that the application this and be method is both limited and approximate; however, some known advantages this method of are particularly beneficial in some cases...
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THE NAIL-WEB BEAM.
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- pp. 415–425
- Authors: BO HILSON; PD RODD
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.1006
- Proc. instn Civ. Engrs, Part 2, 1985, 79, June, 4 1 5 4 2 5 TECHNICAL NOTE 451 STRUCTURAL ENGINEERING GROUP The Nail-Web beam B. 0. HILSON, BSdEng), PhD,FIStructE,MICE,FIWSc* P. D. RODD, BSc, DPhil,MICE* The Technical Note describes the development of a simple design procedure for the NailWeb beam: an I-section component comprising timber flanges a corrugated steel A and web. description of the laboratory test programme is given, which includes a novel approach to the problem of allowing for the effect of slip between the metal web and the timber flanges, and the distortion of the corrugated web...
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THE INFLUENCE OF INITIAL GAPS ON INFILLED FRAME BEHAVIOUR.
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- pp. 427–428
- Authors: JR RIDDINGTON; WEA SKINNER
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.1007
- Proc. InstnCin. Engrs, Part 2, 1985,79, June,427428 DISCUSSION ON PAPER 8767 The influenceof initial gaps on infilled frame behaviour J. R. Riddington Mr W. E. A. Skinner, Mitchell, McFarlane & Partners, Consulting Engineers I have read Dr Riddington's Paper with interest, but cannotagree with his conclusions in practical terms. 38. The suggestion that brickwork built into reinforced concrete frames without gaps at the top may be subjected to failure stresses resulting from creep compression of the concrete columns, must wrong on the be evidence of experience with reinforced concrete frames over the years...
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DISCUSSION. DYNAMIC RESPONSE OF DAMS AND OTHER STRUCTURES TO DIFFERENTIAL GROUND M OTIONS.
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- pp. 429–430
- Authors: AA DUMANOGLU; RT SEVERN; DA HOWELLS
- Document Type: Discussion
- DOI: 10.1680/iicep.1985.1008
- Proc. Instn Ciu. Engrs, Part 2,1985,79, June, 429430 DISCUSSION O N PAPER 8783 Dynamic response of dams and other structures to differential ground motions A. A.Dumanoglu and R. T. Severn Mr D. A. Howells, Fellow Until recently, almost all structural analyses of earthquake response have been based on the model of arigid base and a point oruniform excitation. Nevertheless, the free field strong ground motion can vary considerably within the extent of a single engineering structure which may be very rigid, such as the base mat of a nuclear power plant, or very flexiblesuch as a suspension bridge...
PRODUCTION ANALYSIS APPLIED TO WORK IMPROVEMENT.
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- pp. 431–433
- Authors: JR BROOMFIELD; AD PRICE; FC HARRIS; RMW HORNER; RC WHITEHEAD
- Document Type: Research Article
- DOI: 10.1680/iicep.1985.1009
- Proc. Instn Civ. Engrs, Part 2, 1985,79, June, 431 4 3 3 DISCUSSION ON TECHNICALNOTE 415 Production analysis applied to work improvement J. R. Broomfield, A. D. Price and F. C . Harris Dr R. M. W.Horner and Mr R. C. Whitehead, Dundee University The Authors have quite properly highlighted the sad lack co-ordinated research of directed towards improving the efficiency of the construction industry, despite the SERC's praiseworthy attempts to rectify the situation through its specially promoted Programme in Construction Management...
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ICE - Institution of Civil Engineers - Virtual Library

ICE Proceedings

Volume 79, Issue 2, June 1985