Design recommendations for RC structural walls subjected to bi-axial bending
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12046-023-02426-3.pdf
Reference23 articles.
1. Alarcon C, Hube M A and De la Llera J C 2014 Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries. Engineering Structures 73: 3–23
2. Benoy S, Vijayanarayanan A R and Saravanan M 2023 Paradigm shift to resilience based design for improved seismic behaviour–State-of-the-Art. Materials Today: Proceedings
3. IS: 13920-2016 Indian Standard Code of Practice for Ductile Design and Detailing of Reinforced Concrete Structures Subjected to Seismic Forces
4. Förster V and Graubner C A 2017 Slender Unreinforced Masonry Members under Axial Load and Biaxial Bending. In 13th Canadian Masonry Symposium Proceedings
5. Hsu H L, Jan F J and Juang J L 2009 Performance of composite members subjected to axial load and bi-axial bending. Journal of Constructional Steel Research 65: 869–878
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