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Nonlinear Analysis of Reinforced Concrete Shear Walls Using Nonlinear Layered Shell Approach Cover

Nonlinear Analysis of Reinforced Concrete Shear Walls Using Nonlinear Layered Shell Approach

By: Ali Vatanshenas  
Open Access
|Dec 2021

References

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  4. 4. Dazio A, Beyer K & Bachmann H: “Quasi-static cyclic tests and plastic hinge analysis of RC structural walls”. Engineering Structures, No. 31 (7), 2009, pp. 1556-1571.10.1016/j.engstruct.2009.02.018
  5. 5. Dazio A, Wenk T & Bachmann H: “Tests on reinforced concrete structural walls under cyclic-static impact”. (“Versuche an Stahlbetontragwänden unter zyklisch-statischer Einwirkung”). Birkhäuser (Report), No. 239, 1999. (In German)
  6. 6. Belmouden Y & Lestuzzi P: “Analytical model for predicting nonlinear reversed cyclic behaviour of reinforced concrete structural walls”. Engineering Structures, No. 29(7), 2007, pp. 1263-1276.10.1016/j.engstruct.2006.08.014
  7. 7. Marzok A, Lavan O & Dancygier A N: “Predictions of moment and deflection capacities of RC shear walls by different analytical models”. Structures, No. 26, 2020, pp. 105-127.10.1016/j.istruc.2020.03.059
DOI: https://doi.org/10.2478/ncr-2021-0014 | Journal eISSN: 2545-2819 | Journal ISSN: 0800-6377
Language: English
Page range: 63 - 79
Submitted on: Sep 10, 2021
Accepted on: Nov 29, 2021
Published on: Dec 30, 2021
Published by: Nordic Concrete Federation
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2021 Ali Vatanshenas, published by Nordic Concrete Federation
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.