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Page 1: 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
Page 2: 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
Page 3: 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
Page 4: 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
Page 5: 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
Page 6: 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
Page 7: 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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Page 16: 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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Page 19: 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
Page 20: 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
Page 21: 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
Page 22: 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
Page 23: 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
Page 24: 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
Page 25: 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
Page 26: 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
Page 27: 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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Page 29: 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
Page 30: 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
Page 31: 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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Page 33: 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
Page 34: 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 - vm.civeng.unsw.edu.auvm.civeng.unsw.edu.au/uniciv/R-277.pdf · crack width of 0.3 mm should also provide visual acceptability. For the sheltered interior of most

Scanned Document - vm.civeng.unsw.edu.auvm.civeng.unsw.edu.au/uniciv/R-277.pdf · crack width of 0.3 mm should also provide visual acceptability. For the sheltered interior of most

Scanned Document - vm.civeng.unsw.edu.auvm.civeng.unsw.edu.au/uniciv/R-218.pdf · The theoritical aspects of the transient dynamic finite element analysis are given in detail by Bathe

Scanned Document - vm.civeng.unsw.edu.auvm.civeng.unsw.edu.au/uniciv/R-218.pdf · The theoritical aspects of the transient dynamic finite element analysis are given in detail by Bathe

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

Inducto- Deductive Method = Inductive Method + Deductive Method.

Inducto- Deductive Method = Inductive Method + Deductive Method.

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)

Scanned Document - University of New South Wales · 2013. 2. 28. · The University of New South Wales SCHOOL OF CIVIL ENGINEERING 1. BIBLIOGRAPHIC DATA SHEET UNICIV Report No. R-262

Scanned Document - University of New South Wales · 2013. 2. 28. · The University of New South Wales SCHOOL OF CIVIL ENGINEERING 1. BIBLIOGRAPHIC DATA SHEET UNICIV Report No. R-262

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

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-457.pdfmodel is applicable to a range of concrete strengths between 20 and 130 MPa. The main application of the analytical

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-457.pdfmodel is applicable to a range of concrete strengths between 20 and 130 MPa. The main application of the analytical

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-232.pdf · shown in Fig. 6, where M cr is normalised with respect to the plastic hogging moment Mph . The buck- led shape, obtained

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-232.pdf · shown in Fig. 6, where M cr is normalised with respect to the plastic hogging moment Mph . The buck- led shape, obtained

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-351.pdftheir minor axis in a flexural mode, although in theory torsional buckling may occur. However, this is not the case when continuous

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-351.pdftheir minor axis in a flexural mode, although in theory torsional buckling may occur. However, this is not the case when continuous

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

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

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

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

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-254.pdf · scienttñ studies from the school of civil engineering issn 0077-880x buckling of longitudinally stiffened

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-254.pdf · scienttñ studies from the school of civil engineering issn 0077-880x buckling of longitudinally stiffened

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

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-238.pdf · buckle inelastically at a moment Mll which is lower than Mol . This inelastic local buckling, which is considered in this

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-238.pdf · buckle inelastically at a moment Mll which is lower than Mol . This inelastic local buckling, which is considered in this

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-294.pdf · sample bending moment diagram is shown in Fig. 5. The external virtual work is (19) where u is the deflection

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-294.pdf · sample bending moment diagram is shown in Fig. 5. The external virtual work is (19) where u is the deflection

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.

Scanned Document - vm.civeng.unsw.edu.auvm.civeng.unsw.edu.au/uniciv/R-319.pdf · mode (Johnson and Bradford 1983, Bradford and Johnson 1987, Bradford 1992) or in a local mode (Bradford

Scanned Document - vm.civeng.unsw.edu.auvm.civeng.unsw.edu.au/uniciv/R-319.pdf · mode (Johnson and Bradford 1983, Bradford and Johnson 1987, Bradford 1992) or in a local mode (Bradford