スカラップの有無が変形能力に及ぼす影響 - 塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力 その2
| Autor: | TAKATSUKA, Kouhei, MANABE, Yoshiki, SUITA, Keiichiro, TANAKA, Tsuyoshi, TSUKADA, Takaaki, SU, Zhongyu |
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| Jazyk: | japonština |
| Rok vydání: | 2012 |
| Předmět: | |
| Zdroj: | 日本建築学会構造系論文集. 77(673):453-459 |
| ISSN: | 1340-4202 |
| Popis: | This paper presents results of full-scale cyclic loading tests under constant deformation amplitude conducted to evaluate deformation capacity of welded beam-to-column connection adopted in a moment frame. Test specimens are designed and fabricated to investigate the effect of the weld access hole on deformation capacity. The relationships between ductility and cumulative plastic deformation is revealed from test results. The relationships between crack propagation at welded joint and strength of connection is evaluated regarding connection details and deformation amplitude. Transactions of AIJ. Journal of structural and construction engineering |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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