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ICE Proceedings

E-ISSN: 1753-7789

Volume 81, Issue 4, December 1986

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STATIC ANALYSIS OF CABLE-STAYED BRIDGES.
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- pp. 497–510
- Author: H I A HEGAB
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.458
- Proc. Instn Ciu. Engrs, Part 2,1986,81, Dec., 497-510 PAPER 8961 STRUCTURAL ENGINEERING GROUP Static analysis of cable-stayed bridges H. I. A. HEGAB. PhD* Introduction Cable-stayed bridges differ from suspension bridges in analysis, design, erection, and behaviour.',' In a suspension bridge, the back-stays are usually anchored to the abutments, and, accordingly, the girder is almost not subjected to axial forces. On the other hand, the inclined stays of a cable-stayed bridge produce large compressive forces in the girder...
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PREDICTION OF FENDER LOADS AT A CLOSED BERTHING STRUCTURE.
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- pp. 511–534
- Authors: HL FONTIJN; JPT KALKWIJK
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.459
- Proc. Instn Ciu. Engs, Part 2,1986,81, Dec., 51 1-534 PAPER 9036 MARITIME ENGINEERING GROUP Prediction of fender loads at a closed berthing structure H. L. FONTIJN* J. P. T. KALKWIJKt A mathematical model is presented that aims to describe the behaviour of a ship berthing to a closed structure and the prediction of the fender loads. Two methods are applied: the impulse response function technique, which has the restriction that the ship-fluid system is supposed to be linear and time-invariant, and a direct time-domain approach, in which non-linearities can be taken into account...
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STATISTICAL METHODS FOR CALCULATING EFFLUENT DISCHARGE CONSENTS.
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- pp. 535–548
- Authors: RW CRABTREE; ID CLUCKIE
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.460
- Proc. Instn Ciu. Engrs, Part 2,1986,81, Dec., 535-548 9049 PAPER GROUP Statistical methods for calculating effluent discharge consents R. W. CRABTREE, BSc, PhD, MIWES, FRCS* I. D. CLUCKIE, BSc, MSc, PhD,MICE, MIWES,FRMetSt Several disadvantages have been identified in a survey and evaluation of the main consent setting techniques used by the regional water authorities in England and Wales. Consent standardsfordischargesmustbesetcorrectly to avoideitherpollution or unnecessary treatment costs if the best use of rivers is to be achieved for all their required purposes...
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JET BEHAVIOUR IN SHALLOW RECEIVING WATER.
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- pp. 549–568
- Authors: AJ JOHNSTON; AR HALLIWELL
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.461
- Proc. Instn Ciu. Engrs, Part 2, 1986,81, Dec., 549-568 9053 PAPER GROUP Jet behaviour in shallow receiving water A. R. HALLIWELL, BEng, MSc, FICE, FRSAt A brief description is given of research carried out using physical model facilities to examine some of the characteristics of turbulent jets entering shallow receiving water. Two outfall situations which are commonin practice, the non-buoyant slot jet and the buoyant round jet, have been investigated. Hot-film anemometry in the case, and a system of thermistors in first the second,were used to quantify the various mixing processes...
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MATHEMATICAL MODEL STUDY OF TIDAL CIRCULATION IN TOLO HARBOUR, HONG KO NG: DEVELOPMENT VERIFICATION OF A SEMI-IMPLICIT FINITE ELEMENT SCHEME.
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- pp. 569–592
- Authors: CW LI; J HUN WEI LEE; YK CHEUNG; FOURIER
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.462
- Proc. Instn Civ.Engrs, Part 2, 1986,81, Dec., 569-592 PAPER 9057 GROUP WATER ENGINEERING Mathematical model study tidal of circulation in To10 Harbour, Hong Kong : development and verification a of semi-implicit finite element scheme c.W. LI, BSc (Eng)* J. HUN-WE1 LEE, BSc (Eng), MSCE, PhD, MASCE? Y. K. CHEUNG, DSc, PhD, FIStructE, FICES The tidal circulation in To10 Harbour, Hong Kong, is computed by a newly developed semi-implicit finite elementmodel...
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THE INFLUENCE OF BRICK MASONRY INFILL PROPERTIES ON THE BEHAVIOUR OF I NFILLED FRAMES.
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- pp. 593–605
- Authors: M DHANASEKHAR; AW PAGE
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.463
- Proc. Instn Cio. Engrs, Part 2,1986,81, Dec., 593-605 INEERINGPAPER CTURAL 9061 GROUP The influence of brick masonry infill properties on the behaviourof infilled frames M. DHANASEKAR, BE, MTech* A. W. PAGE, ASTC, BE, PhD, MIE(Aust)* The influence brick masonry infill properties on the behaviour of infilled frames is studied, of using a finite element model to simulate the behaviour of infilled frames subjectedto racking loads. The finite element program incorporates a material model for the infill brick masonry which includes appropriate elastic properties, inelastic stress-strain relations and a failure surface...
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LOCAL SCOUR CAUSED BY SUBMERGED WALL JETS.
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- pp. 607–645
- Authors: KHM ALI; SY LIM
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.464
- Proc. lnstn Ciu. Engrs, Part 2, 1986,81, Dec., 607-645 PAPER 9077 WATERGROUP ENGINEERING Local scour causedby submergedwall jets K. H. M. ALI, BEng, MEng, PhD* S. Y. LIM, BEng, PhD? The Paper describes work on clear water scour. Results are given for localized scour caused by two- and three-dimensional turbulent wall jets. Experiments were conducted with, in most cases, shallow tailwater depths. The results showed conclusively that the tailwater depth profoundly affected the scouring process...
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THE SIMULATION OF SIMPLY SUPPORTED COMPOSITE BEAMS TESTED UNDER FATIGUE LOADS.
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- pp. 647–657
- Authors: DJ OEHLERS; WM SINGLETON
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.465
- Proc. Instn Cis.Engrs, Part 2, 1986,81, Dec., 647-657 PAPER 9080 STRUCTURAL ENGINEERING GROUP The simulation of simply supported composite beams testedunder fatigue loads D. J. OEHLERS, PhD, MSc, MICE* W. M. SINGLETON, BE, MEngSc* A computer model, incorporating recent experimental research on the behaviour of cyclic loads on stud shearconnections, has been developed to simulate fatigue loadings on simply supported composite beams. The model allows for the increase in the slip of the connectors due to each cycle of load and for the variation between the initial and subsequent load-slip paths of the connectors...
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PARAMETRIC EQUATIONS FOR THE FLEXIBILITY MATRICES OF SINGLE BRACE TUBU LAR JOINTS IN OFFSHORE STRUCTURES.
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- pp. 659–673
- Authors: H FESSLER; PB MOCKFORD; JJ WEBSTER
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.466
- Proc. Instn Cio. Engrs, Part 2,1986,81, Dec., 659-673 PAPER 9089 ENGINEERING MARITIME GROUP Parametric equationsfor the flexibility matrices of single brace tubular joints in offshore structures H. FESSLER, MSc, PhD, FIMechE, MASME* BSc,PhDt P. B. MOCKFORD, J. J. WEBSTER, BSc(Eng), PhD, MIMechE* The flexibility matrices of27 single brace tubular joints have been obtained from testing Araldite models. Parametric equations have been derived for the significant terms of the matrices.Theseequationsarecompared with otherexperimentalresults andequations obtained from finite elementwork...
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PARAMETRIC EQUATIONS FOR THE FLEXIBILITY MATRICES OF MULTI-BRACE TUBUL AR JOINTS IN OFFSHORE STRUCTURES.
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- pp. 675–696
- Authors: H FESSLER; PB MOCKFORD; JJ WEBSTER
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.467
- Proc. Instn Ciu. Engrs, Part 2,1986,81, Dec., 675496 PAPER 9124 WATERGROUP ENGINEERING Parametric equations for the flexibility matrices of multi-brace tubular joints in offshore structures H. FESSLER, MSc, PhD, FIMechE, MASME* P. B. MOCKFORD, BSc,PhDt J. J. WEBSTER, BSqEng), PhD, MIMechE* Araldite models of 27 different single brace joints have been tested. The flexibility matrices of a large number of multi-brace joints have been obtained from the load-induced chord distortions of these models...
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AN EXPERIMENTAL STUDY OF THE EFFEC TS OF LATERAL PRESSURE ON THE TRANS FER BOND OF REINFORCING BARS WITH VARIABLE COVER.
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- pp. 697–715
- Authors: V NAVARATNARAJAH; PRS SPEARE; BS 8110
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.468
- Proc. Instn Cio. Engrs, Part 2, 1986,81, Dec., 697-715 PAPER 9102 STRUCTURAL ENGINEERING GROUP An experimental study of the effects of lateral pressure on the transfer bond of reinforcing bars with variable cover V. NAVARATNARAJAH, BSc, MEngSci, PhD, MICE* The effects of lateral pressure on the transfer bond performance of three different types of deformedreinforcingbarof 25 mmnominaldiameterwerestudied on test bars with a concrete cover varying from one to four bar diameters. The lateral pressure applied was limited to three values with a maximum equal to one-third of the compressive strength of concrete in the double-tension pull-out typespecimen...
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APPLICATION OF A RAINFALL-RUNOFF FLOOD ROUTING MODEL TO A TROPICAL CAT CHMENT.
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- pp. 717–719
- Authors: DC BLACK; MD MOHD.NOR; BN GUNTER; RB BULMAN; JR DAVIES
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.469
- Proc. Znstn Ciu. Engrs, Part 2, 1986,81, Dec.,717-719 DISCUSSION O N PAPER 8873 Application of a rainfall-runoff flood routing modelto a tropical catchment D. C . Black, M. D. Mohd.Nor andB. N. Gunter Mr R. B. Bulman, Consultant The Authors have presented a very promising method of flood estimation. This is in the high Australian tradition datingback to thepaper by Chamier' in 1898. 63. In 17,reference is made to ungauged catchments. It is clear, however, that further work will be necessary before the method can be applied, with confidence, to ungauged catchments...
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DISCUSSION. STRENGTHENING OF T MOMENT OF RHS JOINTS.
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- pp. 721–725
- Authors: J SZLENDAK; J BRODKA; JA PACKER
- Document Type: Discussion
- DOI: 10.1680/iicep.1986.470
- Proc. Instn Cio. Engrs, Part 2, 1986,81, Dec.,721-725 DISCUSSION ON TECHNICALNOTE 443 Strengthening of T moment of RHS joints J. Szlendak and J. Brodka Dr J. A. Packer, Associate Professor, Universityo Toronto f As the Authors are aware, various international researchers in addition to themselves have studied the behaviour of rectangular hollow section (RHS) welded T-connections loaded by in-plane bending moments. Recently, earlier German work on this topic was continued to investigate the influence of chord prestressing on the joint strength...
AN ALGORITHM FOR THE DETERMINATION OF LIMITING GRADIENTS FOR PIPES FLO WING PARTIALLY FULL.
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- pp. 727–730
- Authors: D BUTLER; JJJ CHEN; DIH BARR
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.472
- Proc. Instn Cio. Engrs, Part 2,1986,81, Dec., 727-730 DISCUSSION ON TECHNICAL NOTE 460 An algorithm for the determinationof limiting gradients for pipes flowingpartially full D. Butler J. J. J. Chen, University of Auckland The Author points out in the Paper that hydraulic radius is often used in dealing with problems of pipes running partially full. He suggests an 'alternative' correction factor for use when depth of flow isbelow pipe-full +h = (0 - sin O)/e (14) such that the diameter for use during such conditions is +hD...
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CORRIGENDA. OPTIMAL PLASTIC DESIGN OF MULTI-BAY SINGLE STOREY FRAMES. (PART 2, MARCH 1986, PP95-110.
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- pp. 731
- Authors: JD O`KEEFFE; EJ O`BRIEN
- Document Type: Research Article
- DOI: 10.1680/iicep.1986.473
- Proc. Instn Ciu. Engrs, Part 2, 1986,81, Dec., 731 Corrigenda Optimal plastic design of multi-bay single-storey frames. J. D. OKEEFTE and E. J. OBRIEN. Proc. Instn Ciu. Engrs, Part 2, 1986,81, Mar., 95-1 10. On p. 105, Table 2: for Vertex No. 10, column X , should read (n + a)/4n. On p. 106,g 33: the third line down should read as follows 6/n e 3 g 1 is minimal, vertex 1 On p...
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ICE - Institution of Civil Engineers - Virtual Library

ICE Proceedings

Volume 81, Issue 4, December 1986