Implications of Bond-Slip in Inelastic Dynamic Responses of Degrading Structural Systems
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-020-00522-7.pdf
Reference35 articles.
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2. Ni X, Cao S, Li Y, Liang S (2019) Stiffness degradation of shear walls under cyclic loading: experimental study and modelling. Bull Earthq Eng 17(9):5183–5216. https://doi.org/10.1007/s10518-019-00682-5
3. Pu W, Wu X, Kasai K (2018) Estimation of the displacement of viscously damped pinching hysteretic structures subjected to near-fault ground motions. J Earthq Eng 22(1):172–190. https://doi.org/10.1080/13632469.2016.1217809
4. Martinelli E, Falcone R, Faella C (2017) Inelastic design spectra based on the actual dissipative capacity of the hysteretic response. Soil Dyn Earthq Eng 97:101–116. https://doi.org/10.1016/j.soildyn.2017.03.006
5. Lumantarna E, Lam N, Wilson J, Griffith M (2010) Inelastic displacement demand of strength-degraded structures. J Earthq Eng 14(4):487–511. https://doi.org/10.1080/13632460903336910
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