Analytical Study on Seismic Performance of Column with Secondary Wall
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Détails bibliographiques
| Auteur(s): |
Hiroshi Noguchi
Takashi Kashiwazaki |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
| Publié dans: | IABSE Symposium Venice 2010 | ||||
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| Page(s): | 882-883 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2010 | ||||
| DOI: | 10.2749/222137810796064200 | ||||
| Abstrait: |
In this study, 3D non-linear finite element analyses were conducted under repeated loading, additionally involving imaginary specimens, on reinforced concrete columns with secondary walls subject to a horizontal force, using test specimens, used in previous experiments, for which existence of eccentric joints or partial slits are the variable factors. The results were then compared to experimental results and the analysis method was examined. Investigations that include 3D observations were conducted on items for which experimental observation is difficult such as stress distribution, failure mechanisms, and cumulative strain energy consumption. Effects of secondary walls and slits on the seismic properties of column members were studied in detail. |
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