Tensile strength equation for HSS bracing members having slotted end connections.
In the previous study, the authors investigated the effect of w/t ratios on the behaviour of bracing members under symmetric cyclic loading in compression and tension. In this study, 11 bracing members with slotted end sections made of cold-formed square hollow structural sections (HSS) were tested....
| Veröffentlicht in: | Earthquake engineering & structural dynamics. 36, 8 (2007). |
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| Format: | Artikel |
| Sprache: | English |
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