Uncertainty Quantification of Structural Response Due to Earthquake Loading
Author:
Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-030-80312-4_82
Reference8 articles.
1. Beck AT, da Ribeiro LR, Valdebenito M (2020) Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Eng Struct 225:111295. https://doi.org/10.1016/j.engstruct.2020.111295
2. Beck AT, de Gomes WJS (2012) A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probab Eng Mech 28:18–29. https://doi.org/10.1016/j.probengmech.2011.08.007
3. Feng X, Wu J, Zhang Y (2018) Time response of structure with interval and random parameters using a new hybrid uncertain analysis method. Appl Math Model 64:426–452. https://doi.org/10.1016/j.apm.2018.07.043
4. Muscolino G, Sofi A (2012) Stochastic analysis of structures with uncertain-but-bounded parameters via improved interval analysis. Probab Eng Mech 28:152–163. https://doi.org/10.1016/j.probengmech.2011.08.011
5. Qiu Z, Liu D (2020) Safety margin analysis of buckling for structures with unknown but bounded uncertainties. Appl Mathe Comput 367:124759. https://doi.org/10.1016/j.amc.2019.124759
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