Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-258.pdf · tot cc...

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Transcript of Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-258.pdf · tot cc...

Page 1: 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
Page 2: 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
Page 3: 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
Page 4: 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
Page 5: 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
Page 6: 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
Page 7: 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
Page 8: 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
Page 9: 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
Page 10: 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
Page 11: 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
Page 12: 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
Page 13: 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
Page 14: 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
Page 15: 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
Page 16: 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
Page 17: 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
Page 18: 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
Page 19: 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
Page 20: 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
Page 21: 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
Page 22: 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
Page 23: 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
Page 24: 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
Page 25: 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
Page 26: 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
Page 27: 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-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

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-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-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

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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bab bitt material. Seamless construction makes ... · Underdrive Planet (Front) CONTENTS TOT-2-2 TOT-2-5 TOT-24 TOT-2-3 TOT-2-2 PRODUCT COMMENTS (Bronze) ACTUAL . IOSS .8180 .8S8S

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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-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

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-286.pdf · Comparison with Design Proposal In the design proposal of Refs. 4 and 5, the curvature p

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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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-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-199.pdf · where A is the area of compression steel. sc In design t Lim ... of inertia of cracked and