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ICE Proceedings
E-ISSN
:
1753-7789
Volume 89, Issue 4, December 1990
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HYDRAULIC JUMPS AT ROUNDED DROP.
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pp.
443–470
Authors:
W H HAGER; N KAWAGOSHI
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11875
Proc. Instn Civ. Engrs, Part 2, 1990,8!3, Dec., 443410 PAPER 9516 WATER GROUP ENGINEERING Hydraulic jumpsat rounded drop W. H. HAGER,PhD * N. KAWAGOSHI, PhD? Among the variety of efficient energy dissipators, the stilling basinwith a bottom drop is of particular significance. Based on a suggestion by Sharp, the flow configuration involving a In large standingwave may be inhibited when rounding the drop. this Paper, thewave type flow together with other jumpconfigurations are experimentally analysed. Expressions are derived for the tailwater depth, the length surface roller, the length jump, as well as for of of typical quantities related to each type of flow...
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ELASTIC SOLUTIONS FOR LARGE MATRIX PROBLEMS IN FOUNDATION INTERACTION ANALYSIS.
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pp.
471–494
Author:
J A HEMSLEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11876
Proc. Instn Civ. Engrs, Part 2, 1990, 89, Dec., 471494 PAPER 9624 STRUCTURAL ENGINEERING GROUP Elastic solutions for large matrix problems in foundation interaction analysis J. A. HEMSLEY, MEng, PhD, DIC, MICE, MIStructE* Practical application of the interactive method of foundation analysis, in which the structure is coupled to a soil continuum, can be restricted if computational requirements become excessive; this may be the case, for example, with asymmetric raft foundations for building structures, where extensive finite element modelling is usually needed...
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APPLICATION OF LARGE MATRIX INTERACTION ANALYSIS TO RAFT FOUNDATIONS.
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pp.
495–526
Author:
J A HEMSLEY
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11877
Proc. Instn Ciu. Engrs, Part 2, 1990, PAPER 9625 89, Dec., 495-526 STRUCTURAL ENGINEERING GROUP Application of large matrix interaction analysis to raft foundations J. A. HEMSLEY, MEng, PhD, DIC,MICE, MIStructE* Practical application of alternative methods of foundation interaction analysis is illustrated by reference to three large raft foundations in London. The first two cases are principally concerned with structural design; namely to determine a sufficiently detailed moment field for the specification of steel reinforcement, and toobtain realistic estimates of raft settlement and angular distortion for the assessment of serviceability...
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SIMPLE FORMULAE FOR SPIRAL STRANDS AND MULTI-STRAND ROPES.
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pp.
527–542
Author:
M RAOOF
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11878
Proc. Instn Cio. Engrs, Part 2, 1990, 88, Dec., 527-542 PAPER 9628 STRUCTURAL ENGINEERING GROUP Simple formulae for spiral strands and multi-strand ropes M. RAOOF, PhD, DIC* Steel cablesare employed for many structural purposes, including stays for guyed masts and bridging applications such as hangers for suspension bridges and the main cables of cablestayed designs. In the offshore sector, they are, for example, used as moorings for guyed tower platforms. Traditionally, cable design and manufacture have often been considered to be as much an art as an exact science...
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BEHAVIOUR OF REINFORCED CONCRETE SLAB-COLUMN MODELS SUBJECT TO CYCLIC LATERAL LOADING.
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pp.
543–563
Authors:
H AHMADI; S GILBERT
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11879
Proc. Instn Ciu. Engrs, Part 2, 1990, 8 9 , Dec., 543-563 PAPER 9611 STRUCTURAL ENGINEERING GROUP Behaviour of reinforced concrete slab-column models subject to cyclic lateral loading H. AHMADI, BSc(Eng), PhD* S . GILBERT, BSc(Eng), PhD, MICE* An investigation into the behaviour of reinforced concrete flat-slab edge column models subject to a combination ofcyclic lateral loads and normal gravity loads is presented. Eight 1/3 scale models were constructed and tested to examine the behaviour of the slab/edge column connection at both the service load level and the ultimate load stage...
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TECHNICAL NOTE. DESIGN AND LOAD-DISPLACEMENT BEHAVIOUR OF ANCHORAGES IN WEATHERED SANDSTONE AND SHALE.
More details
pp.
565–571
Author:
Y C KOG
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11881
Proc. lnstn Ciu. Engrs, Part 2, 1990,89, Dec., 565-571 TECHNICAL NOTE 533 GROUND GROUP ENGINEERING Design andload4isplacement behaviour of anchoragesin weathered sandstone and shale YUE CHOONG KOG, BE, MSc, PhD, MIES, PE@), MSIArb, MSEAGS* Introduction A five-storey prestressed concrete building constructed in 1981, issituated next to a three-storey car park constructed in 1973. To avoid interference between new and existing footings, the new footings were set back and cantilevered to support the exterior columns of the five-storey building...
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TECHNICAL NOTE. CORRELATION OF LAMINAR, TRANSITIONAL AND TURBULENT FLOW FRICTION FACTOR.
More details
pp.
573–576
Authors:
J J J CHEN; A D ACKLAND
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11883
Proc. Instn Ciu. Engrs, Part 2, 1990, 89, Dec., 573-576 TECHNICAL NOTE 544 WATER ENGINEERING GROUP Correlation of laminar, transitional and turbulent flow friction factor J. J. J. CHEN, BE, PhD, A. D. ACKLAND. BE* MIChemE,MIPENZ* A continuous equation the friction factor spanningall flow regimes is given.It is based on for the intermittencyjactor concept and on limited published data for near-smooth brass tubes. To represent the intermittencyfactor, a simple approximation for the probability distribution function has been derived, which should also be useful inother engineering calculations...
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SYNOPSIS OF TECHNICAL NOTE. TABLES AND GRAPHS FOR A WAVE SCATTERING PROBLEM.
More details
pp.
577–578
Author:
C D MEMOS
Document Type:
Research Article
DOI
:
10.1680/iicep.1990.11885
Proc. Instn Ciu. Engrs, Part 2, 1990, 89, Dec., 577-578 SYNOPSIS OF TN 525 WATERGROUP ENGINEERING Tables and graphs a for wave scattering problem C . D. MEMOS, DIG, PhD* This TechnicalNote contains numerical results o f a theoretical analysis presented previously.' 2. The problem considered is the determination of the diffraction coefficient K at any pointof the sea surface when monochromatic, straight-crested, small amplitude waves impinge on two semi-infinitevertical breakwaters at an angle, with an opening at the cornerin one of them...
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DISCUSSION. PLANAR MODELLING TECHNIQUES FOR ASYMMETRIC BUILDING STRUCTURES.
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pp.
579–580
Authors:
B STAFFORD SMITH; M CRUVELLIER; D JOHNSON
Document Type:
Discussion
DOI
:
10.1680/iicep.1990.11887
Proc. Instn Ciu. Engrs, Part 2, 1990, 89, Dec., 579-580 DISCUSSION ON PAPER 9381 STRUCTURAL ENGINEERING GROUP Planar modelling techniques for asymmetric building structures B. Stafford-Smith and M. Cruvellier Dr D. Johnson, Nottingham Polytechnic The technique presented by the Authors allows asymmetric buildings to be modelled as plane frames; the advantage of using the model is that a standard analysis package may be employed without any program modifications. However, a more user-friendly approach would appear to be to incorporate the in-plane floor rigidity directly into theprogram...
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DISCUSSION. BACKWATER LENGTHS IN RIVERS.
More details
pp.
581–583
Authors:
P G SAMUELS; K SIVALOGANATHAN; CHNLFLOW
Document Type:
Discussion
DOI
:
10.1680/iicep.1990.11889
Proc. Instn Ciu. Engrs, Part 2, 1990, 89, Dec., 581-583 DISCUSSION ON PAPER WATER 9479 ENGINEERING GROUP Backwater lengths in rivers P. G. Samuels Dr K. Sivaloganathan, Fluidmech Software Ltd The Author has arrived at an approximate formula to serve as a ` thumb rule ' for the backwater length in rivers. While this is interesting, the reliability of such an approximate formula and the need for it, in this era of the digital computer, have to be questioned. 28...
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