Experimental investigation of self‐centering hybrid concrete shear walls subjected to horizontal cyclic loading. (12th August 2021)
- Record Type:
- Journal Article
- Title:
- Experimental investigation of self‐centering hybrid concrete shear walls subjected to horizontal cyclic loading. (12th August 2021)
- Main Title:
- Experimental investigation of self‐centering hybrid concrete shear walls subjected to horizontal cyclic loading
- Authors:
- Liu, Yang
Zhou, Wei - Abstract:
- Abstract: As an effective way to facilitate functional recovery, self‐centering structures are gaining increased attention from researchers. Extensive experimental studies of self‐centering concrete shear walls have been conducted in recent decades, but there are still a limited number of full‐scale tests assessing the stiffness, ductility, and tendon stress variation. In this study, the seismic performance of self‐centering concrete shear walls was investigated. Full‐scale tests of seven cantilever walls were conducted under a constant gravity load, including six self‐centering shear walls and one cast‐in situ shear wall. The failure modes of the cast‐in situ wall and the self‐centering walls were compared, and different indices representing the seismic performance were calculated and analyzed further, such as the stiffness, ductility, residual drift, contact length, tendon stress variation, and the energy‐dissipating capacity, to present a full assessment of the seismic performance of the self‐centering concrete shear walls. It was found that although the longitudinal bars and concrete were terminated at the wall base joint, the self‐centering walls showed comparable stiffness and larger ductility than the cast‐in situ wall, and sufficient dissipating capacity to resist seismic events. Also, the tendons worked elastically to provide a stable contribution to the self‐centering ability.
- Is Part Of:
- Earthquake engineering and structural dynamics. Volume 50:Number 14(2021)
- Journal:
- Earthquake engineering and structural dynamics
- Issue:
- Volume 50:Number 14(2021)
- Issue Display:
- Volume 50, Issue 14 (2021)
- Year:
- 2021
- Volume:
- 50
- Issue:
- 14
- Issue Sort Value:
- 2021-0050-0014-0000
- Page Start:
- 3754
- Page End:
- 3770
- Publication Date:
- 2021-08-12
- Subjects:
- Experimental investigation -- full‐scale tests -- self‐centering concrete shear wall -- stiffness and ductility -- tendon stress
Structural dynamics -- Periodicals
Earthquake engineering -- Periodicals
624.1762 - Journal URLs:
- http://onlinelibrary.wiley.com/ ↗
- DOI:
- 10.1002/eqe.3531 ↗
- Languages:
- English
- ISSNs:
- 0098-8847
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3643.575000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 19363.xml