Design Equation for Overlap Tubular K-Joints under Axial Loading
Using a previously presented finite-element study of axially loaded overlap tubular K-joints as a platform, this paper presents further work that aimed at extending and enhancing the strength estimation equation already presented. The current work includes extending the (brace angle) validity range...
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Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 2000-07, Vol.126 (7), p.798-808 |
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Sprache: | eng |
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