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ICE Proceedings
E-ISSN
:
1753-7789
Volume 81, Issue 2, June 1986
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COMPOSITE VESSELS FOR DEEPWATER OPERATION: THE INFLUENCE OF SHELL LENG TH AND SEVERE DAMAGE.
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pp.
191–219
Author:
P MONTAGUE
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.600
Proc. Instn Cio. Engrs, Part 2, 1986,81, June, 191-219 PAPER 8974 STRUCTURAL ENGINEERING GROUP Composite vessels for deepwater operation : the influence of shell length and severe damage The steekoncrete composite shell (two concentric, thin steel skins with a concrete filler between them) has been developed in the Department of Civil Engineering at the University of Manchester with funds made available by theScience and Engineering Research Council (SERC) and industrial research contracts. The commercial interest arises from the demonstrated ability of this type of construction to withstand external pressures invery deep water (1000 m) with a design which makes full use of material strength without instability problems, without stiffening rings, with positive buoyancy, with a reduced sensitivity to lack of circularity and with smaller steel thicknesses to weld compared with ring-stiffened shells; and with the prospect of good economics...
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THE SIGNIFICANCE OF DYNAMIC SOIL-STRUCTURE INTERACTION IN TALL BUILDIN GS.
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pp.
221–242
Authors:
BR ELLIS; BRE
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.601
Proc. Instn Cio. Engrs, Part 2,1986,81, June, 221-242 9001 PAPER GROUND ENGINEERING GROUP The significanceof dynamic soil-structure interaction intall buildings B. R. ELLIS, BSc, PhD* The purposes of this Paper are to consider the significanceof dynamic soil-structure interaction in tall buildings and to provide quantitative estimates of the effects of soil-structure of interaction on actual buildings. Detailed results forced vibration tests on one buildingare A method is then presented and results from tests on three other buildings are summarized. presented whereby the base stiffnesses a building can be evaluated using data measured in of forced vibration tests, and this method is used to determine the base stiffnesses of the four buildings...
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PROBABILISTIC APPROACH TO THE STABILITY ANALYSIS OF ROCK PROTECTION FO R EARTH WEIRS.
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pp.
243–253
Author:
KVH SMITH
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.602
Proc. lnstn Cio. Engrs, Part 2,1986,81, June,243-253 PAPER 9020 WATER ENGINEERING GROUP Probabilistic approach to the stability analysis of rock protectionfor earth weirs K. v. H. SMITH, MSc, PhD, MICE, MIStructE, MASCE, FIPHE* Rock protection against erosion causedby flowing water is widely used, and its applications include protection of diversion weirs containing earth cores, protection of temporary and emergency spillways, bank protection in rivers and canals. Out of considerations of cost, and however, it maybe necessary to replacetherockwithconcreteblocks,butthe design problem remains very similar...
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A THEORETCIAL AND HYDRAULIC MODEL STUDY OF A CHLORINE CONTACT TANK.
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pp.
255–276
Authors:
RA FALCONER; THY TEBBUTT
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.603
Proc. Instn Ciu.Engrs, Part 2,1986,81, June, 255-276 PAPER 9024 WATERGROUP ENGINEERING A theoretical and hydraulic model study of a chlorine contact tank R. A. FALCONER, BSc(Eng),MSCE, PhD, DIC, MICE, MIWES, MASCE* T. H. Y. TEBBUTT, BSc, SM, PhD, MICE, MIWES, MASCE, FIPHE, FInstWPCt Details are given of a theoretical and laboratory model study, where the main objectives were to improve hydraulically the flow patterns and hydraulic conditions within two contact chloride tanks...
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VELOCITY PROFILES & FRICTION FACTOR RELATIONSHIPS FOR TURBULENT FLOW I N SMOOTH PIPES-A REASSESSMENT OF SOME EARLIER MIXING LENGTH ASSUMPTIO.
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pp.
277–290
Authors:
GD MATTHEW; REYNOLDS
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.604
Proc. Instn Ciu. Engrs, Part 2,1986,81, June, 277-290 PAPER 9028 GROUP WATER ENGINEERING Velocity profiles and friction factor relationships for turbulent flow in smooth pipes -a reassessment of some earlier mixing length assumptions G. D. MATTHEW, BSc(Eng), PhD, MICE* The velocity profile for fully established, turbulent flow of an incompressible, Newtonian fluid in a smooth pipe is looked at afresh using a composite mixing length argument based (1980) on Rotta's (1950) modification to Prandtl'sassumptiontogetherwithMatthew's assumption...
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LARGE DEFLEXION ANALYSIS OF ORTHOTROPIC PLATES INCLUDING SHEAR DEFORMA TION EFFECT. SYNOPSIS OF PAPER 9000.
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pp.
291
Authors:
CHAN HON CHUEN; CHUNG WAI CHEONG
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.605
Proc. lnstn Ciu. Engrs, Part 2,1986,81, June, 291 SYNOPSIS OF PAPER 9000 STRUCTURAL ENGINEERING GROUP Large deflexion analysis orthotropic plates of including shear deformation effect CHAN HON CHUEN, PhD, BSc(Eng), DIC, FICE, FHKIE* CHUNG WAI CHEONG, BSc(Eng)* The non-linear behaviour of orthotropic plates subject to transverse loading is investigated in this Paper using higher-order finite elements. The formulation procedure for elements with up to 25 nodes is established and derivation of the flexural and tangential stiffness matrix based on the classical von Karman nonlinear theory is presented...
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DISCUSSION. THE ANALYTICAL DESIGN OF BITUMINOUS PAVEMENTS.
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pp.
293–295
Authors:
SF BROWN; JM BRUNTON; AF STOCK; DJ GREGG; RC KOOLE; AH GERRITSEN
Document Type:
Discussion
DOI
:
10.1680/iicep.1986.606
Proc. Instn Cio. Engrs, Part 2, 1986,81, June, 293-295 DISCUSSION ON PAPER 8834 The analytical design of bituminous pavements S. F. Brown, J. M. Brunton andA. F. Stock Mr D. J. Gregg, Middlesex Polytechnic For the purpose of setting equitable taxation charges for heavy lorries, consideration of local temperatures and seasonal usage patterns could indicate certain circumstances inwhich a general average assessment is extremely unfair. For example, tippers operatedby beet farmers in the Central Zone (who are intensively active in the winter months) might, in principle, expect to be less heavily taxed than similar vehicles operated by the construction industry in the Southern Zone...
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ELASTIC ANALYSIS AND EXPERIMENTAL BEHAVIOUR TO COLLAPSE OF A 1:12 SCALE PRESTRESSED CONCRETE BIFURCATED BRIDGE.
More details
pp.
297–299
Authors:
WM PINKNEY; SH PERRY; P WALDRON; CC BANKS
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.607
Proc. lnstn Ciu. Engrs, Part 2,1986,81, June, 297-299 DISCUSSION 8900 ON STRUCTURAL PAPER ENGINEERING GROUP Elastic analysisand experimental behaviour to collapse of a :12 scale prestressed concrete 1 bifurcated bridge W. M. Pinkney, S. H. Perry and P. Waldron Mr C. C . Banks, G . Maunsell& Partners, London In QQ 44 to 49, the Authors give an interesting description of their grillage computer model. In Q 46, they describe their allocation of flexural stiffness to the longitudinal members representing the webs of the box girders as necessarily arbitrary in the twincell girders...
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DISCUSSION. PROGRESSIVE GATE-MODELLING FOR STUDIES OF FLOW-INDUCED VIBRATION.
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pp.
301–303
Authors:
JD HARDWICK; MJ KENN; DS WEAVER; REYNOLDS
Document Type:
Discussion
DOI
:
10.1680/iicep.1986.608
Proc. lnstn Ciu. Engrs, Part 2,1986,81,June, 301-303 DISCUSSION ON PAPER WATER 8901 ENGINEERING GROUP Progressive gate-modelling for studies of flow-induced vibration J. D. Hardwick Mr M. J. Kenn, Fellow Dr Hardwick's meticulously conducted tests on a carefully devised series of welldesigned gate models have demonstrated clearly the merits of progressive testing for the rapid and economic determination of vital and novel engineering design data atan early stage in the development of a major project. As might be expected, further lines of potentially worthwhile future researches have also been exposed by these investigations...
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193.77K
A STUDY OF THE EARLY HYDRATION OF PORTLAND CEMENT.
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pp.
305–308
Authors:
WJ MCCARTER; AB AFSHAR; BP HUGHES; AKO SOLEIT; RW BRIERLEY; AD BUCK; S WONG; P BURKES
Document Type:
Research Article
DOI
:
10.1680/iicep.1986.609
Proc. fnstn Ciu. Engrs, Part 2, 1986,81, June, 305-308 DISCUSSION ON 8954 PAPER STRUCTURAL ENGINEERING GROUP A study of the early hydration Portland cement of W. J. McCarter and A. B. Afshar ProfessorB. P. Hughes, Mr A. K. 0. Soleit and Mr R. W.Brierley, University of Birmingham The Authors are to be congratulated on their demonstration of how well the hydration of Portland cement can be monitored by an electrical technique. Some recent work carried out at Birmingham has investigated the possibilities of using the electrical resistance as a non-destructive testing technique for concrete...
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