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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

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Page 1: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 2: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 3: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 4: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 5: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 6: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 7: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 8: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 9: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 10: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 11: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 12: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Page 13: Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-263.pdf · · 2013-02-28spandrel beam and closed ties on the failure strength of the slab in the vicinity

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-263.pdf · · 2013-02-28spandrel beam and closed ties on the failure strength of the slab in the vicinity

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-237.pdf · · 2013-02-28taken is similar to the past practice although some of the design formulae

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-237.pdf · · 2013-02-28taken is similar to the past practice although some of the design formulae

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-283.pdf · results. The finite strip method is used to calculate local buckling coefficients for the

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-283.pdf · results. The finite strip method is used to calculate local buckling coefficients for the

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-450.pdf · Table 2-1: Reinforcement details and thickness of the simply-supported one-way slabs. Slab

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-450.pdf · Table 2-1: Reinforcement details and thickness of the simply-supported one-way slabs. Slab

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-255.pdf · For braced slender columns, therefore, only the building is insignificant. second order moments

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-255.pdf · For braced slender columns, therefore, only the building is insignificant. second order moments

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-240.pdf · If a tapered beam does not have sufficient lateral stiffness or lateral support ... economies

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-240.pdf · If a tapered beam does not have sufficient lateral stiffness or lateral support ... economies

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-305.pdf · deploy the finite strip method for studies of postbuckling include Ueda et al [34]. However,

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-305.pdf · deploy the finite strip method for studies of postbuckling include Ueda et al [34]. However,

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-318.pdf · Curtailment of the section in these cases produces a more favourable pattern of stress than

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-318.pdf · Curtailment of the section in these cases produces a more favourable pattern of stress than

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-343.pdf · 1. INTRODUCTION Composite steel—concrete structural members arc now being used for a large

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-343.pdf · 1. INTRODUCTION Composite steel—concrete structural members arc now being used for a large

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-244.pdf · webs of rolled sections and steel plates from various sources are given below. From data

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-244.pdf · webs of rolled sections and steel plates from various sources are given below. From data

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-282.pdfcomposite tee—beams at the University of New South Wales [11]. The primary aim of these tests

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-339.pdf · AS3600 of 30 the slenderness effects will magnify any moment due to the eccentricity of the

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-339.pdf · AS3600 of 30 the slenderness effects will magnify any moment due to the eccentricity of the

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Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-211.pdffor the effective moment of inertia of a cracked section, Rangan (8) proposed the following expression (with some notation changes)

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-211.pdffor the effective moment of inertia of a cracked section, Rangan (8) proposed the following expression (with some notation changes)

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-278.pdf · thoroughly (Bradford and Johnson 1987), and the application of even the latest design standards

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-278.pdf · thoroughly (Bradford and Johnson 1987), and the application of even the latest design standards

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1990-01-03 - jasbc.or.jp · 1- B— c— c— 313 317 536 518 656 685 490 668 546 39 x 104 400 no cracked no cracked no cracked no cracked no cracked no cracked no cracked no cracked

1990-01-03 - jasbc.or.jp · 1- B— c— c— 313 317 536 518 656 685 490 668 546 39 x 104 400 no cracked no cracked no cracked no cracked no cracked no cracked no cracked no cracked

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-328.pdf · A semi—analytical finite strip method with clamped load edges is the method of analysis

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-328.pdf · A semi—analytical finite strip method with clamped load edges is the method of analysis

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-287.pdf · This provision is allowed in many design codes of practice. The main ... that collapse occurs

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-287.pdf · This provision is allowed in many design codes of practice. The main ... that collapse occurs

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-397.pdf · this limit being governed by the postbuckling rule so, and if the components are less slender

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-397.pdf · this limit being governed by the postbuckling rule so, and if the components are less slender

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-333.pdf · A simnle cross-sectional analysis is developed to study the moment-curvature ... technique

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-333.pdf · A simnle cross-sectional analysis is developed to study the moment-curvature ... technique

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-307.pdf · composite beams. A second series of long-term tests was undertaken on two-span continuous

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-307.pdf · composite beams. A second series of long-term tests was undertaken on two-span continuous

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-258.pdf · tot cc tot The deflections calculated by Eq.(5) show good correlation with the test values

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-258.pdf · tot cc tot The deflections calculated by Eq.(5) show good correlation with the test values

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis

Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-458.pdf · Bazant and Cedolin [4] and Smitses and Hodges [5]. However, unlike column buckling analysis

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Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-286.pdf · Comparison with Design Proposal In the design proposal of Refs. 4 and 5, the curvature p

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