Probabilistic incremental dynamic analysis of structures using temporal surrogate model
Author:
Funder
Hanoi University of Civil Engineering
Publisher
Springer Science and Business Media LLC
Subject
Artificial Intelligence
Link
https://link.springer.com/content/pdf/10.1007/s10489-022-04264-y.pdf
Reference37 articles.
1. Alam MS, Barbosa AR (2018) Probabilistic seismic demand assessment accounting for finite element model class uncertainty: application to a code-designed urm infilled reinforced concrete frame building earthquake engineering & structural dynamics. https://doi.org/10.1002/eqe.3113
2. Han SW, Chopra AK (2006) Approximate incremental dynamic analysis using the modal pushover analysis procedure. Earthquake Eng Struct Dynamics 35(15):1853. https://doi.org/10.1002/eqe.605https://doi.org/10.1002/eqe.605
3. Vamvatsikos D, Cornell CA (2004) Applied incremental dynamic analysis. Earthquake Spectra 20(2):523. https://doi.org/10.1193/1.1737737https://doi.org/10.1193/1.1737737
4. Zarfam P, Mofid M (2011) On the modal incremental dynamic analysis of reinforced concrete structures, using a trilinear idealization model. Eng Struct 33(4):1117. https://doi.org/10.1016/j.engstruct.2010.12.029
5. Moon K-H, Han SW, Lee TS, Seok SW (2012) Approximate mpa-based method for performing incremental dynamic analysis. Nonlinear Dyn 67(4):2865. https://doi.org/10.1007/s11071-011-0195-z
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