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E-ISSN: 1753-7789

Volume 87, Issue 3, September 1989

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PRACTICAL DESIGN AGAINST WELD DISTORTION IN FABRICATED BEAMS.
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- pp. 317–341
- Authors: AW IRWIN; TP MAY
- Document Type: Research Article
- DOI: 10.1680/iicep.1989.2969
- Proc. Insin Ciu. Engrs, Part 2, 1989,87, Sept., 317-341 PAPER 9348 STRUCTURAL ENGINEERING GROUP Practical design against weld distortion in fabricated beams A. W. IRWIN, BSc(Eng),PhD, MICE, MIStructE, MASA* T. P. MAY, BSc(Eng)t The possible causes of distortion in fabricated beams are considered. Results are presented from tests on full-scale welded beams and from smaller scale test units. A description is given of the welding methods, weld sizes, temperature conditions, and of the various sizes and thicknesses of the plates used to assemble the beams...
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STRUCTURAL RELIABILITY ASSESSMENT FOR MAJOR STRUCTURES.
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- pp. 343–356
- Author: RE MELCHERS
- Document Type: Research Article
- DOI: 10.1680/iicep.1989.2970
- Proc. Instn Ciu. Engrs, Part 2, 1989,87, Sept., 343356 PAPER 9395 COXPUTER APPLICATIONS AND METHODS GROUP Structural reliability assessment for major structures R.E. MELCHERS, BE, MEngSc, PhD, DipEd, MICE, MIEAust* The application and limitations of reliability assessment for major structures (such as offshore structures) reviewed in the light of the need to make economic and rational decisions, is not necessarily dominated by conventional structural design codes. The basic ideas of structural reliability theory and some simplified methods are reviewed...
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BRACING EFFECTS ON 3-DIMENSIONAL COLUMN SUBASSEMBLAGES.
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- pp. 357–376
- Authors: YC WANG; DA NETHERCOT
- Document Type: Research Article
- DOI: 10.1680/iicep.1989.2971
- Proc. Instn Ciu. Engrs, Part 2,1989,87, Sept., 357-376 PAPER 9437 STRUCTURAL ENGINEERING GROUP Bracing effects on 3-dimensional column subassemblages Y. C . WANG, BSc, PhD* D. A. NETHERCOT, BSc, PhD, MIStructE* Analytical results are presented, based on the use of a previously developed ultimate strength approach, for the stiffness and strength of bracing required to provide `complete support ' to potentially unstable steel columns. The concept of `complete support' implies bracing functioning as if it were rigid, i...
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REINFORCED CONCRETE BEAMS WITH PLATE REINFORCEMENT FOR SHEAR.
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- pp. 377–399
- Author: NK SUBEDI
- Document Type: Research Article
- DOI: 10.1680/iicep.1989.2972
- Proc. Instn Civ. Engrs, Part 2, 1989,81, Sept., 377-399 PAPER 9439 STRUCTURAL ENGINEERING GROUP Reinforced concrete beams plate with reinforcement for shear N. K. SUBEDI, BSc(Eng),PhD, FIStructE, MICE, MASCE* Vertical plates provide an alternative to stirrups as reinforcement for shear in concrete beams, particularly when high shear stresses are encountered. Some coupling beams in shear wall structures are examples where such an alternative form of shear reinforcement may be desirable. A preliminary study of composite beams using plates for shear and ordinary reinforcing bars for bending moment is carried out...
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ULTIMATE SHEAR TESTS OF PRESTRESSED CONCRETE I-BEAMS.
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- pp. 401–414
- Authors: GU YI KANG; ZHI MEI WU; LI YAN WANG; BAO HUA XUE
- Document Type: Research Article
- DOI: 10.1680/iicep.1989.2973
- Proc. Instn Ciu. Engrs, Part 2, 1989,87, Sept., 401414 PAPER 9450 STRUCTURAL ENGINEERING GROUP Ultimate shear tests prestressed of concrete I-beams GU YI KANG* ZHI ME1 WU* L1 YANWANGT BA0 HUA XUES Tests to study the influence of prestressing force on shear strength were carried out on 27 simply-supported prestressed and reinforced concrete beams. The principal factors considered in the tests were the prestressing force, the number of web reinforcements and the shear span to effective depth ratio. Test results show that shear strength is affected by the prestressing force...
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EFFECTS OF CREEP ON CRACKED REINFORCED CONCRETE BEAMS UNDER COMBINED FORCE AND THERMAL LOADS.
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- pp. 415–428
- Authors: LA CLARK; JG CHURCH
- Document Type: Research Article
- DOI: 10.1680/iicep.1989.2974
- Proc. Instn Cio. Engrs, Part 2,1989,87, Sept., 41-28 PAPER 9453 STRUCTURAL ENGINEERING GROUP Effects of creep on cracked reinforced concrete beams under combined force and thermal loads L. A. CLARK, BEng, PhD, MICE, FIStructE* J. G. CHURCH, BSc, PhD? The results of tests on five reinforced concrete beams under combined force and thermal loadings are presented. Tests were conducted under both short-term thermal loading and long-term cyclic thermal loading. It was found that the results were significantly influenced by the effects of concrete creep, including transitional thermal creep...
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EXTREME SEA LEVELS; THE JOINT PROBABILITIES METHOD REVISITED AND REVISED.
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- pp. 429–442
- Authors: JA TAWN; JM VASSIE; EJ GUMBEL
- Document Type: Research Article
- DOI: 10.1680/iicep.1989.2975
- Proc. Instn Civ. Engrs, Part 2,1989,87, Sept., 429442 PAPER 9416 WATER GROUP ENGINEERING Extreme sea levels :the joint probabilities method revisited and revised J. A. TAWN, BSc, PhD* J. M. VASSIE, BSc, PhD? The joint probabilities method was introduced by Pugh and Vassie to enable estimates of the probability of extreme sea levels to be obtained from short data sets. Since the introduction of the method, a number of deficiencies with the approach have been identified, which affect its application; these are discussed in this Paper...
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ICE - Institution of Civil Engineers - Virtual Library

ICE Proceedings

Volume 87, Issue 3, September 1989

PRACTICAL DESIGN AGAINST WELD DISTORTION IN FABRICATED BEAMS.

STRUCTURAL RELIABILITY ASSESSMENT FOR MAJOR STRUCTURES.

BRACING EFFECTS ON 3-DIMENSIONAL COLUMN SUBASSEMBLAGES.

REINFORCED CONCRETE BEAMS WITH PLATE REINFORCEMENT FOR SHEAR.

ULTIMATE SHEAR TESTS OF PRESTRESSED CONCRETE I-BEAMS.

EFFECTS OF CREEP ON CRACKED REINFORCED CONCRETE BEAMS UNDER COMBINED FORCE AND THERMAL LOADS.

EXTREME SEA LEVELS; THE JOINT PROBABILITIES METHOD REVISITED AND REVISED.