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ICE Proceedings
E-ISSN
:
1753-7789
Volume 83, Issue 3, September 1987
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INSTABILITY OF MASONRY ARCHES.
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pp.
497–515
Author:
N COOKE
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.238
Proc. Instn Ciu.Engrs, Part 2,1987,83, Sept.,497-515 PAPER 9149 STRUCTURAL ENGINEERING GROUP Instability of masonry arches N. COOKE, BSc, PhD, MICE, MIPENZ* This Paper presents a method analysis by which the onset of instability of a masonry arch of can be determined for any loading arrangement. method is based on existing methodsof The analysis and on the growth of large deformations using potential energy to define both the geometry of the bridgeat collapse and the magnitude the applied loads of which cause it. The method could be applied to a wide range of bridges with circular arch ribs, from semicircular to very flat segmental arches, with thin or thick ribs and with variable height of spandrel fill and fill above the arch crown...
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ELASTOSTATIC PLANE STRAIN FLEXURE OF A FINITE STRIP FOUNDATION IN FRIC TIONLESS CONTACT WITH A HALF-PLANE.
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pp.
517–540
Authors:
JA HEMSLEY; DA SPENCE
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.239
Proc. Instn Civ. Engrs, Part 2,1987,83, Sept., 517-540 PAPER 9161 STRUCTURAL ENGINEERING GROUP Elastostatic plane strain flexure in of a finite strip foundation frictionless contact witha half-plane J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE* D. A. SPENCE, MA, DSc, FRAeSt An elastic plane strain solution is obtained for the transverse flexure of a symmetrically loaded strip foundationof finite width in frictionless and continuous contactwith a homogeneous half-plane. The edges of the strip are either unrestrained or rotationally clamped, and both vertical line loads and partial distributed loads are statically applied...
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PLANE STRAIN FLEXURE OF A STRIP FOUNDATION WITH EDGE WALLS.
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pp.
541–560
Author:
JA HEMSLEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.240
Proc. Instn Ciu. Engrs, Part 2,1987,83, Sept., 541-560 PAPER 9207 STRUCTURAL ENGINEERING GROUP Plane strain flexure of a strip foundation with edge walls J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE* Consideration is givento the elastostaticplane strain analysis of a symmetrically loaded strip foundation with monolithic edge walls resting on a half-plane. The walls are restrained at the top or at some distance below by a single row of deformable props or a continuous line support, and may be subjected to any prescribed distribution of lateral applied loading...
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AMBIENT VIBRATION MEASUREMENTS OF THE HUMBER SUSPENSION BRIDGE AND COM PARISON WITH CALCULATED CHARACTERISTICS
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pp.
561–600
Authors:
JMW BROWNJOHN; AA DUMANOGLU; RT SEVERN; CA TAYLOR
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.335
Proc. InstnCiv. Engrs, Part 2,1987,83, Sept., 561-600 PAPER 9173 STRUCTURAL ENGINEERING GROUP Ambient vibration measurements of the HumberSuspension Bridge and comparison with calculated characteristics J. M. W. BROWNJOHN, BSc* A. A. DUMANOGLU, BSc MSc PhD* R.T. SEVERN, DSc FEng FICE* C. A. TAYLOR, BSc PhD* Performing actual tests on full-scale structures is the only way of assessing the reliability of the various assumptions employed in the mathematical models used in analysis.also the It is most reliable way of deteru-ining the structural parameters major importance in structural of dynamics, such as natural frequencies, mode shapes and damping...
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A COMPUTER SYSTEM FOR FLOOD ESTIMATION AND ITS USE IN EVALUATING THE F LOOD STUDIES RAINFALL RUNOFF METHOD.
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pp.
601–612
Authors:
DR ARCHER; PS KELWAY; FLOWPRED
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.242
Proc. Instn Ciu. Engrs, Part 2, 1987,83, Sept., 601-612 PAPER 9178 ENGINEERING MANAGEMENT GROUP A computer system for flood estimation and its use in evaluating the Flood Studies rainfall runoff method D. R.ARCHER, BA, MSc, DipHydrol, MIWES* P. S . KELWAY, BSc, DPhil, MICE, MIWES, MBIM, FRMetSt A computer system, FLOWPRED, has been developed to perform flood estimation using Flood Studies methods and subsequent revisions. Errors in discharge for ungauged catchments arising from estimation of climatic variables from a 10 X 10 km grid are shown to be small in relation to other estimation errors...
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THEORETICAL AND EXPERIMENTAL STUDIES OF A BRIDGE-VEHICLE SYSTEM.
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pp.
613–635
Authors:
P SWANNELL; CW MILLER
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.243
Proc. Instn Ciu. Engrs, Part 2, 1987,83, Sept., 613-635 PAPER 9197 ENGINEERING TRANSPORT GROUP Theoretical and experimental studies of a bridge-vehicle system P. SWANNELL, BSc, PhD, MICE, MIEAust* The Paper describes studies of the dynamic behaviour of a highway bridge, in which the bridge itself and the vehicle(s) using it are considered as a complete system. The purpose of the study was to model in-service behaviour, using a suitably detailed dynamic analysis procedure, in order to provide a basis for the reassessment of existing design rules in regard to their allowance for impact on common forms of highway bridge...
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SYNTHESIS OF MONTHLY FLOW DURATION CURVES FOR UNGAUGED WATERCOURSES.
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pp.
637–641
Author:
EM WILSON
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.244
Proc. InstnCiu.Engrs, Part 2,1987,83, Sept., 637641 TECHNICAL NOTE 487 WATER ENGINEERING GROUP Synthesis of monthly flow duration curves for ungauged watercourses Monthly flow duration curves (FDCs) were required to allow economic and financial analyses to be performed for small run-of-river hydro stations, unconnected with a regional electricity grid, where the output was used mainly for crop-processing. This Technical Note describes an empirical method for synthesizing monthly FDCs from limited hydrological data for small-catchment ungauged watercourses. The method involves comparisons on monthly rainfall on alimited number of gauging-station catchments with monthly rainfall on the ungauged catchments, and anassumption that the respective FDCs have the same shape...
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ESTIMATING INPUT HYDROGRAPHS TO A COMBINED SEWER.
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pp.
643–647
Author:
DG RHODES
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.245
Proc. Instn Civ. Engrs, Part 2, 1987,83, Sept., 643647 TECHNICAL NOTE 491 WATER ENGINEERING GROUP Estimating input hydrographsto a combined sewer This Technical Note describes a simple approximate method for calculating input hydrographs to a combined sewer,which can be a useful complement to a detailed upstream catchment model. It requires a downstream measured hydrograph, such as would be recorded at the inlet to a sewage treatment works. Notation hydrograph i flow rate Qpi peak flow rate t, time tpi time to hydrograph peak DWF dry weather flow i Qi Introduction In recent years there hasbeen a change of emphasis in the water industry from new construction to the more efficient operation of existing assets...
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TEMPERATURE AND HUMIDITY EFFECT ON THE STRENGTH OF PLAIN AND FLYASH CO NCRETE.
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pp.
649–657
Authors:
MN HAQUE; MK GOPALAN
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.246
Proc. Instn Civ. Engrs, Part 2,1987,83, Sept., 64e657 TECHNICAL NOTE STRUCTURAL 497 ENGINEERING GROUP Temperature and humidityeffect on the strength of plain and flyash concrete M. N. HAQUE, BSc(CE), MEng, PhD* This Technical Note attempts to quantify the effect of temperature and humidity on the strength development of both plainand flyash concrete. Two curing temperatures, 23C and 33"C, and two relative humidities, 50% and75%, were chosen. Interestingly, a 25% increase in the ambient humidity (from 50% to 75% relative humidity) at 23C decreased the sevenday strength of all the concretes investigated...
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DIRECT SOLUTIONS FOR NORMAL DEPTH USING THE MANNING EQUATION.
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pp.
659–667
Authors:
DIH BARR; MM DAS; K SIVALOGANATHAN; E MARKLAND; JS MONTES; EJ SARGINSON; KW LUFFMAN
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.247
Proc. Instn Ciu. Engrs, Part 2, 1987,83, Sept.,6 5 9 6 6 7 DISCUSSION ON PAPERWATER 8955 ENGINEERING GROUP Direct solutions for normal depth using the Manning equation D. I. H. Barr and M. M. Das Dr K. Sivaloganathan, Coventry (Lunchester)Polytechnic, Coventry The evaluation of the normal depth of flow for a given discharge in a channel of given section, bed slope and Manning's constant involves the solution of the following implicit equation in Y, Q - An-'m2/3s1/2 = 0 (38) where the symbols have the definitions stated in the Paper...
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EQUILIBRIUM DESIGN SOLUTIONS FOR TORSIONLESS GRILLAGES OR HILLERBORG SLABS UNDER CONCENTRATED LOADS.
More details
pp.
669–682
Authors:
CT MORLEY; RE MELCHERS; RH WOOD; CR GURLEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1987.248
Proc. Instn Ciu. Engrs, Part 2, 1987,83, Sept., 669-682 DISCUSSION ON PAPER 9069 STRUCTURAL ENGINEERING GROUP Equilibrium design solutions for torsionless grillages or Hillerborg slabs under concentrated loads C . T. Morley ProfessorR. E. Melchers, University of Newcastle, Australia Within the constraints which Dr Morley has set himself, he has produced several solutions for torsionless grillages or lower bound plastic slab design. The results have a certain elegance, but are rather unrealistic, mainly, as the Author concedes, on account of the unrestricted values permitted for shear forces, and the assumption of line and point loads (which are virtually never found in practice) and, unfortunately, the relative complexity of the momentfields generated...
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