Are Axial Tests on Boundary Zone Prisms Able to Simulate the Failure Mechanisms Observed in Flexural RC Walls?
Author:
Affiliation:
1. Quake Centre, Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand
2. Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand
Funder
Ministry of Business, Innovation and Employment, Quake Centre, QuakeCoRE: New Zealand Centre for Earthquake Resilience
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2104963
Reference37 articles.
1. Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries
2. Tests on slender ductile structural walls designed according to New Zealand Standard
3. Evolution of out-of-plane deformation and subsequent instability in rectangular RC walls under in-plane cyclic loading: Experimental observation
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