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ICE Proceedings
E-ISSN
:
1753-7789
Volume 91, Issue 1, March 1991
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LOCALIZED SCOUR DOWNSTREAM OF A DEEPLY SUBMERGED HORIZONTAL JET.
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pp.
1–18
Authors:
K H M ALI; SALEHI NEYSHABOURY; A A S NEYSHABOURY
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13579
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 1-18 PAPER 9566 WATER BOARD Localized scour downstreamof a deeply submerged horizontal jet K. H. M. ALI, MEng, PhD* A. A. SALEHI NEYSHABOURY, MSc, PhD* The Paper describes localized scour caused by two-dimensional turbulent offset jets. Experiments were conducted to study the time development of scour. Three sediment sizes and several jet heights and flow rates were used. Results showed the dependence of the scour characteristics on Froude number, time and, especially, on the sediment size and the jet's height above thebed...
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AXIAL FATIGUE LIFE PREDICTION OF STRUCTURAL CABLES FROM FIRST PRINCIPLES.
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pp.
19–38
Author:
M RAOOF
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13580
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 19-38 PAPER 9640 STRUCTURAL AND BUILDING BOARD Axial fatigue life prediction of structural cables from first principles M. RAOOF, PhD, DIC* Using results from previously reported orthotropic sheet theory, an insight is given into the pattern of normal (Hertzian) stresses throughout realistic and multi-layered spiral strands. Based on such information in conjunction with available axial fatigue data on single component wires, an analytical model is developed which is capable of predicting cable axial fatigue life away from terminations from first principles...
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ANALYSIS OF P-TRIANGLE EFFECT IN COMPOSITE CONCRETE/TIMBER BEAM-COLUMNS.
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pp.
39–54
Authors:
U A GIRHAMMAR; V K A GOPU
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13581
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 39-54 PAPER 9642 BUILDING STRUCTURAL AND BOARD Analysis of P-A effect in composite concrete/timber beam-columns U. A. GIRHAMMAR, TeknD* The procedure for analysing composite beam-columns timber and concrete is developed. of The influence of the interlayer slipis considered in the theoretical development. Closed form solutions for the internal axial forces and moments, which act on the timber and concrete components, and the slip forces are presented for the first-order (elementary) and the secondorder (P-A) cases...
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NUMERICAL MODEL OF LONGSHORE TRANSPORT OF SAND IN SURF ZONE.
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pp.
55–70
Author:
J C MORFETT
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13582
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 55-70 PAPER 9647 MARITIME BOARD Numerical modelof longshore transportof sand in surf zone J. c. MORFETT, MSc, MIMechE, MIWEM* An approach to the modelling of the distribution of longshore sediment transport in the surf zone is described. The method is based on the application of the rateof energy dissipation of breaking waves. A mathematical model is presented which produces estimates of the sediment transport rate at any point within the surf zone or estimates of the total transport rate...
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REINFORCED CONCRETE RESISTIVITY MEASUREMENT TECHNIQUES.
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pp.
71–88
Authors:
S G MILLARD; WENNER
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13583
Proc. fnstn Ciu. Engrs, Part 2, 1991, 91, Mar., 71-88 PAPER 9614 STRUCTURAL AND BUILDING BOARD Reinforced concrete resistivity measurement techniques S . G. MILLARD, BSc, PhD, MICE* Half-cell potential mapping techniques have been used successfullyto indicate regions where steel reinforcement is corroding unseen beneath the surface of concrete structures. It hasbeen proposed that a mapping of the electrical resistivity of the concrete can be used in conjunction with the potential method to assess the severity of the corrosion problem in addition to the location of corroding repions...
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A LIMIT ANALYSIS OF LATERAL BUCKLING OF SLENDER CONCRETE BEAMS.
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pp.
89–111
Authors:
ESAR NASR; A D EDWARDS
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13584
Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 89-111 STRUCTURAL AND PAPER 9675 BUILDING BOARD A limit analysis of lateral bucklingof slender concrete beams EL-S. A. R. NASR, BSc, MSc, PhD* A. D. EDWARDS, BSc(Eng),PhD, DIC, FICE,FRSEt An incremental analysis of concrete beams subjected to combined bending and torsion is described. The stress resultants are produceddirect loads or by the actionof a perfect load by acting on a geometrically imperfect beam...
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MIXING OF BUOYANCY-DOMINATED JETS IN A WEAK CURRENT.
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pp.
113–129
Authors:
J H W LEE; V CHEUNG
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13585
Proc. Instn Cio. Engrs, Part 2, 1991, 91, Mar., 113-129 PAPER 9679 WATER BOARD Mixing of buoyancy-dominatedjets in a weak current J. H. W. LEE, BSc(Eng), MSc,PhD* V. CHEUNG, BSdEng)? The mixing characteristics of a vertical heated jet in a crossflow have been studied in laboratory experiments over a wide range of ambient velocities. Detailed concentration measurements and flow visualization show that jet behaviour for buoyancy-dominated discharges is governed by the dimensionless depth yu:/B, where B is the discharge buoyancy flux, and U, is the ambient current velocity...
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DISTORTIONAL LATERAL BUCKLING OF CONTINUOUS COMPOSITE BEAMS.
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pp.
131–161
Authors:
R P JOHNSON; C K R FAN; EUROCODE 4
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13586
Proc. h s t n ciu. Engrs, Part 2, 1991, 91, Mar., 131-161 PAPER 9685 STRUCTURAL AND BUILDING BOARD Distortional lateral buckling continuous of composite beams R. P. JOHNSON, MA, FEng, FICE, FIStructE* C. K. R. FAN, BSc, MSc, PhD, DIC? Lateral buckling of continuous composite beams can occur only in a distortional mode, and is most unlikelyin practical building or bridge structures of span up toabout 35m. Designers need simpler and less conservative methods of checking resistance to buckling...
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TECHNICAL NOTE. SEASONAL INFLUENCES ON THE SEDIMENT TRANSPORT CHARACTERISTICS OF THE SACRAMENTO RIVER, CALIFORNIA.
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pp.
163–172
Authors:
P GOODWIN; R A DENTON; UNISTAGEOSUR
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13587
Proc. lnstn Ciu. Engrs, Part 2, 1991, 91, Mar., 163-172 TECHNICALNOTE 530 WATER BOARD Seasonal influences on the sediment transport characteristics of the Sacramento River, California P. GOODWIN, BSc, MS, PhD, MICE* R.A. DENTON, BE(Civil),P h D t Field measurements of suspended sediment transport and streamflow have been collected by the United States Geological Survey on the SacramentoRiver. The period from 1953 to 1976 of this remarkably complete data set is examined herein. It is shown that the quantity of sediment transported by a given discharge can vary by nearly two orders of magnitude and that the first major flows following the dry season tend to transport more sediment than comparable discharges at other times in the year...
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TECHNICAL NOTE. ENERGY DISSIPATION IN BRICK MASONRY UNDER CYCLIC BIAXIAL COMPRESSIVE LOADING.
More details
pp.
173–181
Authors:
S N SINHA; K S NARAINE
Document Type:
Research Article
DOI
:
10.1680/iicep.1991.13588
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 173-181 TECHNICAL NOTE 562 STRUCTURAL AND BUILDING BOARD Energy dissipation in brickmasonry under cyclic biaxialcompressive loading S. N. SINHA, PhD* K. S . NARAINE, MS? The energy dissipation characteristics of brick masonry tested under cyclic biaxial compressive loading is examined. The energy dissipated per cycle of loading/unloading is expressed as a dimensionless energy dissipation ratio, EDT, which is defined as the ratio of the energy dissipated to the total stored strain energy per cycle...
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DISCUSSION. DESIGN RAINFALL CHARACTERISTICS FOR SOUTH-WEST SAUDI ARABIA.
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pp.
183–186
Authors:
H S WHEATER; P LARENTIS; G S HAMILTON; R B BULMAN
Document Type:
Discussion
DOI
:
10.1680/iicep.1991.13589
Proc. Instn Ciu. Engrs, Part 2, 1991, 91, Mar., 183-186 DISCUSSION PAPER ON 9461 WATER ENGINEERING GROUP Design rainfall characteristics for south-west Saudi Arabia H. S. Wheater, P. Larentis and G . S. Hamilton R.B. Bulman, Fellow The Authors have succeeded in collecting very detailed records of rainfall over a period of four years. Are they satisfied that arrangements exist to continue the collection until a useful body of data is established? 40. Some of the conclusions drawn from the four years of record do notappear to be fullyjustified...
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