Application of sleeve joints between steel beams and CFT columns to railway structures
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Bibliographic Details
| Author(s): |
Teruhiko Yoda
Masato Yamada Atsushi Hayashi Shin-ichiro Nozawa |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Improving Infrastructure Worldwide, Weimar, Germany, 19-21 September 2007 | ||||
| Published in: | IABSE Symposium Weimar 2007 | ||||
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| Page(s): | 66-67 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2007 | ||||
| DOI: | 10.2749/222137807796119681 | ||||
| Abstract: |
A design equation for estimating the ultimate strength of sleeve joints was presented on the basis of the experimental study. The static loading tests by using the T-shaped sleeve joint specimens were carried out in order to investigate the effects of the diaphragm and the applicability of the sleeve joints to railway structures. The test results indicate that the diaphragm affects the ultimate strength, and that the application of the proposed design method to the T-shaped sleeve joints is promising. |
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| Keywords: |
diaphragm ultimate strength concrete-filled steel tube sleeve joint
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