Sustainable Frames for Seismic Resistance to Captive Column Defects
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
C. Jayaguru
K. Subramanian |
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009 | ||||
| Publié dans: | IABSE Symposium Bangkok 2009 | ||||
|
|||||
| Page(s): | 1-9 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2009 | ||||
| DOI: | 10.2749/222137809796205584 | ||||
| Abstrait: |
Reinforced concrete constructions with partial masonry infill face serious earthquake shear damages in columns due to captive-column effect. An experimental program is carried out with one-third scale, two-bay two-story laboratory models having partial infill in the bottom story. Glass-fibre reinforced polymer sheets are wrapped around the columns at critical points for adequate ductility. Two frames namely, a control specimen and a retrofitted specimen are tested under quasi-static cyclic load to failure. The control specimen showed a brittle shear failure in the bottom story columns due to the induced captive-column effect while the retrofitted specimen showed a more ductile failure without any brittle damages. Results demonstrated the behavior with respect to strength and stiffness characteristics. The aim is, therefore to contribute for developing a sustainable structure to overcome the seismic failure due to captive-column defects. |
||||