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-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-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-278.pdf · thoroughly (Bradford and Johnson 1987), and the application of even the latest design standards
Reducing Wind Curtailment through Transmission Expansion ... · PDF fileOperated by the Alliance for Sustainable ... Reducing Wind Curtailment through Transmission Expansion ... Reducing
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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-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-333.pdf · A simnle cross-sectional analysis is developed to study the moment-curvature ... technique.
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Equipment Reliability curtailment due to brinelling of ...ieomsociety.org/bogota2017/papers/258.pdf · Equipment Reliability curtailment due to brinelling of rotating equipment .
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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
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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