Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Strength of CFT Connection Stiffened with T-Shaped Interior Diaphragms
Concrete filled tubular (CFT) frames have been used in high-rise buildings in Japan since the early 1990s, and their use is increasing. However, there is a need to seek more cost-effective connection details, and this is especially true for square tubes. To meet this need, a relatively simple and cost-saving solution, in which a connection is stiffened with two interior T-shaped diaphragms, was investigated. Based on the obtained test results and observations, strength models and design formulas were derived using a limit analysis technique. Comparison with the test results showed that the proposed formulas provided accurate strength estimates.
Strength of CFT Connection Stiffened with T-Shaped Interior Diaphragms
Concrete filled tubular (CFT) frames have been used in high-rise buildings in Japan since the early 1990s, and their use is increasing. However, there is a need to seek more cost-effective connection details, and this is especially true for square tubes. To meet this need, a relatively simple and cost-saving solution, in which a connection is stiffened with two interior T-shaped diaphragms, was investigated. Based on the obtained test results and observations, strength models and design formulas were derived using a limit analysis technique. Comparison with the test results showed that the proposed formulas provided accurate strength estimates.
Strength of CFT Connection Stiffened with T-Shaped Interior Diaphragms
Kanno, Ryoichi (Autor:in) / Shimizu, Nobutaka (Autor:in)
Fifth International Conference on Composite Construction in Steel and Concrete ; 2004 ; Kruger National Park, Berg-en-Dal, Mpumalanga, South Africa
03.02.2006
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Strength of CFT Connection Stiffened with T-Shaped Interior Diaphragms
British Library Conference Proceedings | 2006
|The Strength of Stiffened Box Girder Diaphragms
NTIS | 1977
|Steel box girder support diaphragms stiffened by U-shaped ribs
British Library Conference Proceedings | 2000
|Strength estimation of CHS column to H-beam connections stiffened by exterior diaphragms
British Library Conference Proceedings | 2018
|A design approach for lightly stiffened box girder diaphragms
TIBKAT | 1978
|