ICE Virtual Library : Journals : ICE Proceedings

Free Content
Subscribed Content
Free Trial Content

Text size

ICE Proceedings

E-ISSN: 1753-7789

Volume 83, Issue 4, December 1987

More like this?

In this publication

Update Marked List
FRICTIONAL CHARACTERISTICS OF ALLUVIAL STREAMS IN THE LOWER AND UPPER REGIMES.
More details
- pp. 685–700
- Authors: WR WHITE; R BETTESS; WANG SHIQIANG
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.195
- Proc. InstnCiu. Engrs, Part 2, 1987,83, Dec., 685-700 PAPER 9153 ENGINEERING WATER GROUP Frictional characteristics of alluvial streams in the lower and upper regimes W. R.WHITE, BSc, PhD, MICE* R. BETTESS, BSc, P h D t WANG SHIQIANGS In 1980, White et al. proposed a method for predicting the frictional resistance of alluvial channels. The method established a relationship between the total shear and effective shear for different sediment sizes for flows with a Froude number less than 0...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
SEISMIC RESPONSE OF MODERN SUSPENSION BRIDGES TO ASYNCHRONOUS VERTICAL GROUND MOTION.
More details
- pp. 701–730
- Authors: AA DUMANOGLU; RT SEVERN
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.196
- Proc. Instn Cio. Engrs, Part 2,1987.83, Dec., 701-730 PAPER 9172 STRUCTURAL ENGINEERING GROUP Seismic response of modern suspension bridges to asynchronous vertical ground motion A. A. DUMANOGLU, BSc, MSc, PhD* R. T. SEVERN, DSc, FEng, FICE* The effect of the finite speed of travel of seismic excitation between the four ground support points of long-span suspension bridges is considered. The S16E component of the Pacoima record of the San Fernando (1971) earthquake is used, with speeds varying between 250 m/s and 2000 m/s...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
A STUDY OF THE IN SITU VARIABILITY OF CONCRETE USING THE PULL-OFF METHOD.
More details
- pp. 731–745
- Authors: A MCMURRAY; AE LONG; CP 110; BS 8110
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.197
- Proc. Instn Civ. Engrs, Part 2, 1987,83, Dec., 731-745 PAPER 9174 STRUCTURAL ENGINEERING GROUP A study of the in situ variability of concrete using the pull-off Method A. McC. MURRAY, BSc, PhD, MICE* A. E. LONG, PhD, DSc, FICE, MIStructEt The allowance for concrete variability in reinforced concrete design to specifications C P 110 and BS 81 10 is discussed, and previous research is briefly reviewed. This Paper describes a programme of partially destructive in situ tests on a multi-storey car park to determine the concrete strengths and variability in that structure and includes a detailed analysis of the results...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
DEVELOPMENT OF GROUNDWATER RESOURCES IN SCOTLAND.
More details
- pp. 747–753
- Author: NS ROBINS
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.198
- Proc. lnstn Cio. Engrs, Part 2,1987,83, Dec., 747-753 PAPER 9194 WATERGROUP ENGINEERING Development of groundwater resources Scotland in N. S. ROBINS, MSc* Groundwater is an under-utilized resource in Scotland. The amount of natural recharge to aquifers is generally not a limiting factor, and the selection of borehole sites depends principally on engineering and geological constraints. Although groundwater cannot compete in volume with the abundant surface water resources, it is valuable for supply to isolated and island communities and as a supplement to surface sources...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
APPROXIMATE ROTATION ANALYSIS FOR PLAN-SYMMETRIC HIGH-RISE STRUCTURES.
More details
- pp. 755–767
- Authors: JCD HOENDERKAMP; B STAFFORD SMITH; B S SMITH
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.199
- Proc. Instn Civ. Engrs, Part 2, 1987,83, Dec., 755-767 PAPER 9205 STRUCTURAL ENGINEERING GROUP Approximate rotation analysis for plan-symmetric high-rise structures J. c.D. HOENDERKAMP, PhD, MEng, BSc* B. STAFFORD SMITH, DSc, PhD, FICEt An approximate graphical method for determining the twist in multi-storey structures subjected to torsion is presented. The structures may consist of any symmetric combination of coupled walls, rigid frames, wall-frames, single shear walls, rigid frames with central walls and braced frames...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
ASSESSING THE DYNAMIC PROPERTIES OF PROTOTYPE STRUCTURES BY HAMMER TES TING.
More details
- pp. 769–784
- Authors: JR MAGUIRE; RT SEVERN
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.200
- Proc. Instn Ciu. Engrs, Part 2, 1987,83, Dec., 769-784 PAPER 9226 STRUCTURAL ENGINEERING GROUP Assessing thedynamic properties of prototype structures by hammer testing J. R. MAGUIRE, BSc, PhD, MICE* R. T. SEVERN, DSc, FEng, FICEt This Paper describes the use of hammer testing to assess the dynamicproperties of prototype structures. After a brief reference to the background theory, data acquisition and processing considerations are examined. Three case histories are then presented:a 65 m concrete chimney in Bristol; elevated piled tanks at Redcar; and bridge beams at Basingstoke...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
ANALYSIS OF WEB CRIPPLING IN A RECTANGULAR HOLLOW SECTION.
More details
- pp. 785–798
- Authors: G DAVIES; JA PACKER
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.201
- Proc. Instn Cio. Engrs, Part 2, 1987,83, Dec., 785-798 PAPER 9228 STRUCTURAL ENGINEERING GROUP Analysis of web crippling in a rectangular hollow section G. DAVIES, BSdEng), PhD, MICE* J. A. PACKER, BE, MSc,PhD, PEng, MICE? This Paper summarizes the elastic critical strength and elastoplastic strength of long rectangular plates when loaded by transverse in-plane compressive pinch loads. The effect of the loaded length and the slenderness of the plate are two parameters to which particular attention is given...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
STIFFENING OF STEEL CYLINDRICAL SHELLS FOR ACCIDENTAL LATERAL IMPACT.
More details
- pp. 799–814
- Authors: BF RONALDS; PJ DOWLING
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.202
- Proc. lnstn Cio. Engrs, Part 2, 1987,83, Dec., 799-814 IME ING 9237 PAPER GROUP Stiffening of steel cylindrical shells for accidental lateral impact P. J. DOWLING, FEng, FICE, FIStructE, FRINA* A plastic mechanism analysis of local damage formation in stiffened cylinders is outlined. The predictions are compared with test results for shells stiffened by rings and/or stringers where lateral wedge loading is applied at mid-height. The results demonstrate the effects of stiffener size and spacing variations on the lateral resistance of the shells...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
NON-LINEAR FINITE ELEMENT ANALYSIS OF MASONRY SUBJECTED TO CONCENTRATED LOAD.
More details
- pp. 815–832
- Authors: S ALI; AW PAGE
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.203
- Proc. Instn Cio. Engrs, Part 2, 1987,83, Dec., 815-832 PAPER 9270 STRUCTURAL ENGINEERING GROUP Non-linear finite element analysis of masonry subjected to concentrated load S . ALI, BE, MSc(Eng)* A. W. PAGE, ASTC, BE, PhD, MIE(Aust)t A non-linear analysis of the behaviour of masonry subjected to concentrated loads is made through the use of an iterative, incremental finite element method. Joints and bricks are modelled separately with provision for non-linear deformation characteristics of the materials, brick and mortarfailure, and joint bond failure...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
TECHNICAL NOTE. CORRELATION BETWEEN CALIFORNIA BEARING RATIO AND DYNAMIC CONE PENETROM ETER STRENGTH MEASUREMENT OF SOILS. TECHNICAL NOTE 463.
More details
- pp. 833–844
- Author: JA HARISON
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.204
- Proc. Instn Ciu. Engrs, Part 2, 1987,83, Dec., 833--844 TECHNICAL NOTE 463 GROUND GROUP ENGINEERING Correlation between California bearing ratio and dynamic cone penetrometer strength measurement of soils J. A. HARISON, IR, MSc* The dynamic cone penetrometer (DCP) has been widely used for estimating the strength of soils. The purposeof the laboratory-based research describedin this Technical Note was to establish whether any correlation exists between the California bearing ratio (CBR) and penetration depth of the DCP for clay-likesoils, well-graded sandand gravel...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
SEMICIRCULAR ARCHES. TECHNICAL NOTE 495.
More details
- pp. 845–849
- Authors: WJ HARVEY; FW SMITH
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.205
- Proc. Instn Cio. Engrs, Part 2,1987,83,Dec., 845-849 TECHNICAL NOTE 495 STRUCTURAL ENGINEERING GROUP Semicircular arches W. J. HARVEY, BSc, PhD, MICE* F. W. SMITH, BSc, MICE? It is often said that semicircular and other steep haunched arches are far from ideal because the line of thrust in the arch cannot be turned vertically. This is true only if horizontal components of force from the fill are ignored. The test bridge at Bargower in Strathclyde Region was analysed for the dead load line of thrust, using a range of possible fill pressures...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
STRENGTH OF SHEAR CONNECTIONS SUBJECTED TO INCLINED ECCENTRIC LOADS. TECHNICAL NOTE.
More details
- pp. 851–859
- Author: DMF ORR
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.206
- Proc. Instn Ciu. Engrs, Part 2,1987,83, Dec., 851-859 TECHNICAL NOTE 496 STRUCTURAL ENGINEERING GROUP Strength of shear connections subjected to inclined eccentric loads D. M. F. ORR, MA, MAI, PhD,MICE, MIEI* The loaddisplacement compatibility method of analysis is applied to shear connections subjected to inclined loads. Analytical results are shown to be in agreement with experimental data obtained from tests on small size connections made with blind rivets. The strength of shear connections was found not to be sensitive to small changes in the angle of load inclination for the usual structural situation where the inclination is approximately normal to theprincipal axis ofthe fastener group, along which the eccentricity is measured...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
TENSION STIFFENING IN LONGITUDINAL SECTIONS OF CIRCULAR VOIDED CONCRET E SLABS. TECHNICAL NOTE 503.
More details
- pp. 861–874
- Authors: TOS ODUYEMI; LA CLARK
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.207
- Proc. lnstn Cio. Engrs, Part 2,1987,83, Dec., 861-874 TECHNICAL NOTE 503 STRUCTURAL GROUP ENGINEERING Tension stiffening longitudinal sectionsof in circular voided concrete slabs T. 0.S. ODUYEMI, BSc, PhD* L. A. CLARK, BEng, PhD, MICE, FIStructE* It has long been recognized that for an accurate service load analysis concrete structure, of a the stiffening effectof tensile concrete between major cracks needs be taken into account. to be The tension stiffening effect canvery significantin reinforced concrete slabs, and the codes of practice permit an allowance for this effect to be made...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
LOCAL SCOUR CAUSED BY SUBMERGED WALL JETS. DISCUSSION ON PAPER 9077.
More details
- pp. 875–886
- Authors: KHM ALI; SY LIM; AJ JOHNSTON; AR HALLIWELL
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.208
- Proc. Instn Ciu. Engrs, Part 2,1987,83, Dec., 875-886 DISCUSSION ON PAPER WATER 9077 ENGINEERING GROUP Local scour caused submergedwall jets by K. H.M. Ali and S . Y. Lim Dr A. J. Johnston, James Cook University of North Queensland, and Mr A. R. Halliwell, Heriot- Watt University This Paper describes many interesting and importanthydraulic engineering aspects related to the scouring of erodible beds by submerged wall jets. As we are currently pursuing research in this area, we are particularly interested in a feature (see Fig...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart
,PARAMETRIC EQUATIONS FOR THE FLEXIBILITY MATRICES OF MULTI-BRACE TUBUL AR JOINTS IN OFFSHORE STRUCTURES. DISCUSSION ON PAPER 9124
More details
- pp. 887–888
- Authors: H FESSLER; PB MOCKFORD; JJ WEBSTER; W MANNERS
- Document Type: Research Article
- DOI: 10.1680/iicep.1987.209
- Proc. Instn Ciu. Engrs, Part 2,1987,83,Dec., 887-888 9124 DISCUSSION ON PAPER WATER ENGINEERING GROUP Parametric equations for the flexibility matrices of multi-brace tubular joints in offshore structures H. Fessler, P. B. Mockford and J. J. Webster Dr W. Manners, University o Leicester f The publication of the Authors' formulae raises questions about how these formulae should be used and what effect they will have on design and analysis. 40. In most structural analyses, members are assumed to extend between the intersection points of their centre-lines, whereas in a structure with completely rigid joints the effective length of a brace is the shorter length between chord faces...
- This article is available for purchase.
  Please select an item from the below list to be added to the cart:
  
  for £15.00
  
  Buy Now or Add to Cart

Share this item with others: These icons link to social bookmarking sites where readers can share and discover new web pages.

ICE - Institution of Civil Engineers - Virtual Library

ICE Proceedings

Volume 83, Issue 4, December 1987