Scanned Document - University of New South Walesvm.civeng.unsw.edu.au/uniciv/R-278.pdf ·...
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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-305.pdf · deploy the finite strip method for studies of postbuckling include Ueda et al [34]. However,](https://img.pdfslide.net/doc/110x75/5e9a7edb7f0a9331f1310370/scanned-document-university-of-new-south-deploy-the-finite-strip-method-for-studies.jpg)
![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](https://img.pdfslide.net/doc/110x75/5ebdb0f5ca3c5921482e2212/scanned-document-university-of-new-south-composite-teeabeams-at-the-university.jpg)
![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](https://img.pdfslide.net/doc/110x75/5c6aa09209d3f2e4178ce247/scanned-document-university-of-new-south-bazant-and-cedolin-4-and-smitses.jpg)
