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Page 1: 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
Page 2: 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
Page 3: 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
Page 4: 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
Page 5: 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
Page 6: 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
Page 7: 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
Page 8: 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
Page 9: 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
Page 10: 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
Page 11: 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
Page 12: 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
Page 13: 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
Page 14: 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
Page 15: 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
Page 16: 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
Page 17: 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
Page 18: 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
Page 19: 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
Page 20: 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
Page 21: 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
Page 22: 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
Page 23: 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
Page 24: 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-240.pdf · If a tapered beam does not have sufficient lateral stiffness or lateral support ... economies

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 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 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

Scanned Document - University of New South Wales · UNICIV REPORT No. R-397 DECEMBER 2000 THE UNIVERSITY OF NEW SOUTH WALES SYDNEY 2052 AUSTRALIA http:/ ISBN : 85841 364 7 . SLENDERNESS

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-339.pdf · AS3600 of 30 the slenderness effects will magnify any moment due to the eccentricity of the

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-236.pdf · An experimental and analytical study of the effect of vehicle braking on dynamic loading of single span highway

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-262.pdf · Timoshenko (1945), Timoshenko and Gere (1961) and Vlasov (1961) later developed an extensive theory on the flexural—torsional

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 Documentvm.civeng.unsw.edu.au/uniciv/R-267.pdf · used as a standard specimen to measure the concrete compressive strength. The mix proportions of this commercial concrete

Scanned Documentvm.civeng.unsw.edu.au/uniciv/R-268.pdf · service load on a slender, eccentrically loaded composite column. Number of pages 31 . ... Based on an analytical study of

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 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 · BUCKLING OF LONGITUDINALLY STIFFENED PLATES IN BENDING AND COMPRESSION M. A. BRADFORD UNICIV REPORT No. R-254 AUGUST 1988 THE UNIVERSITY OF NEW SOUTH WALES KENSINGTON

LITERATURE IS HISTORYLITERATURE IS HISTORY LITERATURE IS HISTORYLITERATURE IS HISTORY IS LITERATURE IS HISTORYIS LITERATURE IS HISTORY IS LITERATURE IS

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 - 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 - landingtestvm.civeng.unsw.edu.au/uniciv/R-337.pdf · A transition between a simply supported beam and a cantilever is an overhanging beam, as shown in Fig. 2. The

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-307.pdf · composite beams. A second series of long-term tests was undertaken on two-span continuous

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-284.pdf · 2013-02-28 · of composite column, with the steel tube being a rectangular hollow section (RHS). The response

Scanned Document - landingtestvm.civeng.unsw.edu.au/uniciv/R-375.pdf · whether or not similar detailing is suitable for high strength concrete (HSC) columns and, if not, what amount

Scanned Document · $6.00 per copy or $25.00 yearly subscription . The University of New South Wales ... 3. Date December 1980 ISBN : 85841 166 0 4. 5. 8. UNICIV Report No. R-198

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-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-282.pdfcomposite tee—beams at the University of New South Wales [11]. The primary aim of these tests

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 - 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 - landingtestvm.civeng.unsw.edu.au/uniciv/R-266.pdf · 2013-02-28 · Figures 7 and 8 show dimensionless buckling loads for a beam with partial—partial end restraints,

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-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-333.pdf · A simnle cross-sectional analysis is developed to study the moment-curvature ... technique

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-238.pdf · buckle inelastically at a moment Mll which is lower than Mol . This inelastic local buckling, which is considered in this