The effects of adjacent braces on the static strength of a corner YT joint
The results of the 12 tests of loading a 90\0\ or a 45\0\ brace alone in 6 loading modes were compared with the strength of T and Y joints. There were no significant differences except for in plane bending of a 90\0\ or a 45\0\ brace, away from the other, where the strength was reduced by the presen...
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Veröffentlicht in: | Proceedings of the Institution of Civil Engineers. Structures and buildings 1996-02, Vol.116 (1), p.44-53 |
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Sprache: | eng |
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