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ICE Proceedings
E-ISSN
:
1753-7789
Volume 81, Issue 3, September 1986
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DIRECT SOLUTIONS FOR NORMAL DEPTH USING THE MANNING EQUATION.
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pp.
315–333
Authors:
D I H BARR; M M DAS; MANNING
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.544
Proc. Instn Cio. Engrs, Part 2,1986,81, Sept., 315333 PAPER 8955 WATERGROUP ENGINEERING Direct solutions for normal depth using the Manning equation D. I. H. BARR, BSc, PhD, DSc, FEE* TheManningequation is commonly adopted to relate discharge to channel resistance arising from configuration and from boundary roughness in free surface flows. New explicit solution procedures are provided for the inherently implicit problem of the determination of normal depth. These comprise a numerical solution for rectangular channels, and both numerical and graphical procedures for trapezoidal channels and for circular conduits running part full...
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EVALUATION OF BS 5400 PLATE GIRDER RULES.
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pp.
335–352
Authors:
R SEN; BS 5400
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.545
Proc. Instn Ciu. Engrs, Part 2, 1986,81, Sept., 335-352 PAPER 8999 STRUCTURAL ENGINEERING GROUP Evaluation of BS 5400 plate girder rules R. SEN, BTech, MASc, PhD, PE* The code of practice for the ultimate strength design of steel bridges, BS 5400: Part 3, was introduced in the United Kingdom in 1982. This Paper evaluates its rules relating to transversely stiffened plate girders, by comparing the design failure loads of 113 test girders against the measured values. Aspect ratios of the test girders ranged from 0...
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NON-LINEAR DYNAMIC ANALYSIS OF GUYED MASTS SUBJECTED TO WIND AND GUY R UPTURES.
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pp.
353–395
Authors:
HA BUCHHOLDT; S MOOSSAVINEJAD; A IANNUZZI
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.546
Proc. Instn Civ. Engrs, Part 2,1986,81, Sept., 353-395 PAPER 9015 STRUCTURAL ENGINEERING GROUP Non-linear dynamic analysis of guyed masts subjected to wind and guy ruptures H. A. BUCHHOLDT, BSc(Eng), PhD* S. MOOSSAVINEJAD, BSc, PhD? A. IANNUZZI, DEng (University of Florence)? This Paper presents a method for predicting the response of dynamically sensitive structures, with particular reference to the response of guyed masts and towers when subjected to wind In of and cable ruptures...
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THE DESIGN OF SLENDER COLUMNS.
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pp.
397–414
Authors:
AN BEAL; CP 110; CP 114
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.547
Proc. Instn Cio. Engrs, Part 2,1986,81, Sept., 397414 PAPER 9025 STRUCTURAL ENGINEERING GROUP The design slender columns of A. N. BEAL, BSc, MICE, MIStructE* A graphical method is proposed which allows rapid and accurate analysis of slender columns under both axial and eccentric loads, for linear and non-linear structural materials. After demonstrating agreement with existing theory for steel stanchions, the method is used to analyse the behaviour reinforced concrete columns. The results are compared with present of design recommendations in CP114 and CPllO and also with test results...
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DYNAMIC BEHAVIOUR OF PRECAST SKELETAL STRUCTURES.
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pp.
415–431
Authors:
J SLASTAN; J BENCAT
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.548
Proc. Instn Civ. Engrs, Part 2,1986,81, Sept., 4 1 5 4 3 1 UCTURAL PAPER 9029 ENGINEERING GROUP Dynamic behaviour of precast skeletal structures J. SLASTAN, MSc, PhD* J. BENCAT, MSc, PhD? :t The dvnamic resDonse of Drecast skelc structures subiec to road traflic vibration has been :tal investigated in orderto identify their dynamic characteristics. Experimental results obtained by using spectral analysis, auto-correlation analysis and resonance methods are compared with numerical results. The comparison of theoretical and experimental results confirmed that all components of the structure-for example, floor sections, columns, beams, as well as a combined system of elements-behave as independent units...
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SHEAR-WALL AND SHEAR-CORE ASSEMBLIES WITH VARIABLE CROSS-SECTION.
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pp.
433–446
Authors:
DUEN HO; CHI HO LIU
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.549
Proc. Instn Ciu. Engrs, Part 2,1986,81, Sept., 4 3 3 4 6 UCTURAL PAPER GINEERING 9033 GROUP Shear-wall and shear-core assemblies with variable cross-section DUEN HO, BSc, PhD, DIC, MICE* CH1 H 0 LIU,BSc* Amethodisproposedfortheanalysisofthree-dimensionalshear-wall andshear-core assemblies with variable dimensions and geometries. Although the method is iterative, it is faster and much more efficient than a finite-element analysis. of type Introduction Application of the continuum method to theanalysis of coupled shear walls with abrupt changes in cross-section has been considered by a number of previous authors...
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EQUILIBRIUM DESIGN SOLUTIONS FOR TORSIONLESS GRILLAGES OR HILLERBORG S LABS UNDER CONCENTRATED LOADS.
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pp.
447–460
Author:
CT MORLEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.550
Proc. Instn Civ. Engrs, Part 2, 1986,81, Sept., 447-460 PAPER 9069 STRUCTURAL ENGINEERING GROUP Equilibrium design solutions for torsionless grillages or Hillerborg slabs under concentrated loads C. T. MORLEY, BA,PhD, MICE* The Paper treats equilibrium design, for specified ultimate load, of torsionless grillages of closely-spaced orthogonal beams, such as are considered in Hillerborg's strip method for the design of reinforced concrete slabs. By exploiting a particular form of discontinuity in the moment field, producing a `line of load transfer ', point loads canbe accommodated, without torsion and with finite moments per unit width...
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TECHNICAL NOTE. A COMPARISON OF THE MARSHALL AND THE INDIRECT TENSILE TESTS IN RELATIO N TO ASPHALT MIXTURE DESIGN.
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pp.
461–469
Author:
AS ADEDIMILA
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.551
Proc. Instn Ciu. Engrs, Part 2,1986,81, Sept., 461469 TECHNICAL NOTE 461 TRANSPORTATION ENGINEERING GROUP A comparison of the Marshall and the indirect tensile tests in relation to asphalt mixture design A. S. ADEDIMILA, PhD, MICE, MASCE. MNSE* A laboratory testing programme was carried out to compare the Marshall and the indirect tensile test methods of asphalt mixture design, using both tests on two identical sets of mixture. Mixture characteristics which were evaluated include the Marshall stability and Marshall stiffness from the Marshall test, and the indirect tensile strength and compressive modulus from the indirect tensile test...
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TECHNICAL NOTE. THE EFFECT OF WAVES ON BUOYANT JETS.
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pp.
471–475
Author:
JJ SHARP
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.552
Proc. Instn Civ. Engrs, Part 2,1986,81, Sept., 471475 ENGINEERING WATER NOTE TECHNICAL 471 GROUP The effectof waves on buoyant jets J. J. SHARP, BSc, MSc, ARCST, PhD, FICE, FCSCE* A physical, qualitative description is given showing deep water and shallow how water waves affect the trajectory of a submerged buoyant jet. Of particular interest is the `dumb-bell effect' which occurs when shallow water waves cause the jet to separate into two relatively distinct emuent clouds. This effect is not experienced with deep water waves which cause increased dispersion in the upper part rising column...
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DISCUSSION. A STUDY OF TWNETY-FIVE YEAR OLD PULVERIZED FUEL ASH CONCRETE USED IN F OUNDATION STRUCTURES.
More details
pp.
477–486
Authors:
JG CABRERA; GR WOOLLEY; AT CORISH; RK DHIR; MR JONES; FH HUBBARD; TA HARRISON
Document Type:
Discussion
DOI
:
10.1680/iicep.1986.553
Proc. Instn Ciu. Engrs, Part 2, 1986,81, Sept., 411486 DISCUSSION ON PAPER 8885 A study of twenty-five year old pulverized fuel ash concreteused infoundation structures J. G. Cabrera andG. R. Woolley Mr A. T. Corish, Blue Circle Cement I would appreciate details from the Authors concerning the source of the cement test data given in Table1. 42. From the records that we have available for the period in question, there are some major discrepancies between our data and those published...
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NUMERICAL MODELLING OF STORM SURGES IN THE CLYDE SEA AREA.
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pp.
487–488
Authors:
JM TOWNSON; AS DONALD; PH MILNE
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.554
Proc. InstnCiu. Engrs, Part 2, 1986,81, Sept., 487488 DISCUSSION ON PAPER 8916 Numerical modelling of storm surges in the Clyde Sea area J. M. Townson and A. S. Donald Dr P. H. Milne, Fellow The Authors are to be congratulatedon their storm surge modelling in such complex topography as presented in the Clyde Sea area (Fig. 2 of the Paper). 32. The Authors refer to a previous paper (Milne3) on stormsurge research on the Scottish west coast. This research was instigated as a result of the spectacular 2 m surge of 15 January 1968, which swept up the west coast from the Clyde to Oban and Tobermory...
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THE PUNCHING RESISTANCE OF PRESTRESSED CONCRETE SLABS.
More details
pp.
489–490
Authors:
PE REGAN; DJ CLELAND; AE LONG
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.555
Proc. Instn Ciu. Engrs, Part 2, 1986,81, Sept., 489-490 DISCUSSION ON PAPER 8930 The punching resistance prestressed of concrete slabs P. E. Regan Dr D. J. Cleland and Professor A. E. Long, The Queen's University o Belfasl f This Paper reports in great detail the results of a set of experimental model tests which are a useful contribution to the limited amount of data on punching in prestressed slabs. 56. The Author's tests appear to have been carried out on full-scale models, but the extent of the model slabs and the form of loading are rather arbitrary...
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CORRIGENDA. APPLICATION OF SPILNE-FINITE-STRIP METHOD IN THE ANALYSIS OF CURVED SLAB BRIDGE.
More details
pp.
491
Authors:
YK CHEUNG; LG THAM; WY LI
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.556
Proc. Instn Civ. Engrs, Part 2, 1986,81, Sept.,491 Corrigenda Application of spline-finite-strip method in the analysis of curved slab bridge. Y . K. CHEUNG, L. G. THAM and W. Y. LI. Proc. Instn Civ. Engrs, Part 2,1986, 81, Mar., 111-124. On p. 114, the equationin 9 8 should read as follows Ai(q - vi-2)3 Vi-2 vi-1 GVG GVG G`G I GVG Vi-1 Aiiq = - vi-2)3 + CiiV - vi-$ + Di(qi+1 - vi Vi+1 Bi(qi...
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