Hybrid RC Building Structures with Corrugated Steel Shear Panels
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Susumu Kono
Yukako Ichioka Yoshihiro Ohta Fumio Watanabe |
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008 | ||||
| Publié dans: | IABSE Congress Chicago 2008 | ||||
|
|||||
| Page(s): | 234-235 | ||||
| Nombre total de pages (du PDF): | 10 | ||||
| Année: | 2008 | ||||
| DOI: | 10.2749/222137908796292425 | ||||
| Abstrait: |
This research aims to establish an economical seismic response controlling system of RC frames using corrugated steel shear panels (CSSP), which was originally proposed for building structures by Mo and Perng in 2000. The hybrid system with CSSP has large ductility and possibly decreases to construction cost by large amount. The advantage of using CSSP in described from the design view point. Then, the experimental work on two specimens is introduced to show the excellence of CSSP in resisting the seismic force. A stud-type anchorage was employed in two half-scale specimens to fix CSSP to the surrounding RC frame. The degradation of lateral load carrying capacity after the peak load was small compared to reinforced concrete shear walls (RCW) due to stable manner of yielding and buckling of CSSP. The final failure mode of the hybrid system was the tearing of CSSP and the formation of a collapse mechanism of the surrounding reinforced concrete frame. |
||||