Transient response in steel moment frames caused by brittle connection fracture.
Brittle fractures occurring at the beam?column connections of welded steel moment frames, such as those observed following the Mw 6.7 1994 Northridge earthquake, result in sudden decreases in connection strength and stiffness. These changes lead to various types of transient dynamic behavior at the...
| Julkaisussa: | Earthquake engineering & structural dynamics. 36, 15 (2007). |
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| Päätekijä: | |
| Aineistotyyppi: | Artikkeli |
| Kieli: | English |
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