Test and analysis of the precast composite RC shear wall
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Détails bibliographiques
| Auteur(s): |
Jianbao Li
Xilin Lu Lin Liang |
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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): | 460-461 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2010 | ||||
| DOI: | 10.2749/222137810796025401 | ||||
| Abstrait: |
In this paper, 9 specimens of precast composite RC shear wall and 3 compared specimens of normal RC wall were tested under low frequency cyclic load to study the structural behaviour of the precast composite RC shear wall and its difference from that of the normal cast-in-place RC wall. By observing the test phenomena and analyzing the test data, it is found that the precast composite RC shear wall has reliable structural behaviour and can be used as structural elements instead of normal cast-in-place RC wall in some cases. Furthermore, the test result also proves that it is reliable to design the precast composite RC wall according to the existing Chinese Design Code. |
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