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2026_Article_RESILINK_ML
Commit 58628ab5 by Joaquín Irazábal González
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Update bibliography entry and add .gitignore for manuscript and output files

- Removed DOI from the Khatibinia2019 entry in the bibliography. - Added a .gitignore file to exclude manuscript auxiliary files, byte-compiled files, plot outputs, and GiD results from version control.
parent 13fc9a6d
Showing with 24 additions and 2219 deletions
.gitignore 0 → 100644
# Manuscript auxiliary and pdf files
Manuscript/*.aux
Manuscript/*.bbl
Manuscript/*.blg
Manuscript/*.log
Manuscript/*.out
Manuscript/*.pdf
Manuscript/*.synctex.gz
Manuscript/*.kate-swp
# Byte-compiled / optimized / DLL files
__pycache__/
*.py[cod]
*$py.class
# Plots
Code/**/*.pdf
Code/**/*.png
Code/**/*.html
Code/**/*.svg
# GiD results
*.post.lst
*.post.bin
Manuscript/Manuscript.aux deleted 100644 → 0
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\@writefile{toc}{\contentsline {chapter}{Fast design optimization of SLB dampers using FEM-calibrated surrogates: hysteresis prediction with LSTM and damage-constrained optimization}{1}{Doc-Start}\protected@file@percent }
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\citation{Deng2014a,Deng2015}
\citation{Deng2014,Deng2015a}
\citation{Deng2014b}
\citation{Kim2022}
\citation{Motamedi2018}
\citation{Ghamari2021}
\citation{Xiong2024}
\citation{Zhang2017}
\citation{Farzampour2019}
\citation{Khatibinia2019,Khatibinia2021}
\citation{Shi2019}
\citation{Saleh2024}
\citation{MendozaCuy2025}
\citation{Rios2025}
\citation{Saleh2026}
\citation{Chan2015}
\citation{Bae2020}
\citation{Almasabha2022}
\citation{Elgammal2024}
\citation{Hu2023}
\citation{Hu2022}
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Deng K, Pan P, Su Y, Ran T, Xue Y. Development of an energy dissipation restrainer for bridges using a steel shear panel. {\it Journal of Constructional Steel Research.} 2014\string;101\string:83--95.
\newblock \href {\doibase 10.1016/j.jcsr.2014.03.009} {doi: 10.1016/j.jcsr.2014.03.009}
\bibitem{Deng2015}
Deng K, Pan P, Li W, Xue Y. Development of a buckling restrained shear panel damper. {\it Journal of Constructional Steel Research.} 2015\string;106\string:311--321.
\newblock \href {\doibase 10.1016/j.jcsr.2015.01.004} {doi: 10.1016/j.jcsr.2015.01.004}
\bibitem{Deng2014}
Deng K, Pan P, Sun J, Liu J, Xue Y. Shape optimization design of steel shear panel dampers. {\it Journal of Constructional Steel Research.} 2014\string;99\string:187--193.
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\bibitem{Deng2015a}
Deng K, Pan P, Su Y, Xue Y. Shape optimization of {U}-shaped damper for improving its bi-directional performance under cyclic loading. {\it Engineering Structures.} 2015\string;93\string:27--35.
\newblock \href {\doibase 10.1016/j.engstruct.2015.03.006} {doi: 10.1016/j.engstruct.2015.03.006}
\bibitem{Deng2014b}
Deng K, Pan P, Lam A, Xue Y. A simplified model for analysis of high-rise buildings equipped with hysteresis damped outriggers. {\it The Structural Design of Tall and Special Buildings.} 2014\string;23(15)\string:1158--1170.
\newblock \_eprint: https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1113\href {\doibase 10.1002/tal.1113} {doi: 10.1002/tal.1113}
\bibitem{Kim2022}
Kim YC, Mortazavi SJ, Farzampour A, Hu JW, Mansouri I, Awoyera PO. Optimization of the {Curved} {Metal} {Damper} to {Improve} {Structural} {Energy} {Dissipation} {Capacity}. {\it Buildings.} 2022\string;12(1)\string:67.
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\bibitem{Motamedi2018}
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\bibitem{Ghamari2021}
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Manuscript/Manuscript.tex
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Manuscript/wileyNJD-AMA.bib
...@@ -120,7 +120,6 @@ ...@@ -120,7 +120,6 @@
pages = {27--41}, pages = {27--41},
volume = {36}, volume = {36},
abstract = {The shear loading applied to structures is resisted by implementation of hysteric dampers as structural seismic force resisting system. Recently, steel plates with engineered cut-outs are introduced to have controlled yielding. These structural elements behave as shear links are able to post pone brittle limit states, leading to resistance against early fracture. Among which, a promising type of link is butterfly-shaped link, for which the demand moment diagram aligns with capacity moment diagram to efficiently implement the steel. Previous studies show that these elements are used as appropriate choice for structural seismic fuse system since they are able to experience large drifts with sufficient ductility and full hysteric behavior. Therefore, the appropriate geometrical properties for these links are in need of further investigations. In this study, the finite element methodology is initially validated with experimental test. Then optimization criteria is introduced for set of 300 models to investigate the desired geometrical properties for having most energy dissipation with less fracture potential. This paper represents optimization process with which the geometrical properties of butterfly shaped link is improved to have sufficient energy dissipation performance and less potential for fracture. The pushover curves and equivalent plastic strains are obtained from ABAQUS through an iterative process. The Grey Wolf Optimizer method is adopted for optimization methodology due to having strong capability in non-linear system. It can be found that by implementation of optimization methodology the links are designed to have a mode switch from flexural yielding limit state to shear yielding and are able to dissipate energy over a less equivalent plastic strain value.}, abstract = {The shear loading applied to structures is resisted by implementation of hysteric dampers as structural seismic force resisting system. Recently, steel plates with engineered cut-outs are introduced to have controlled yielding. These structural elements behave as shear links are able to post pone brittle limit states, leading to resistance against early fracture. Among which, a promising type of link is butterfly-shaped link, for which the demand moment diagram aligns with capacity moment diagram to efficiently implement the steel. Previous studies show that these elements are used as appropriate choice for structural seismic fuse system since they are able to experience large drifts with sufficient ductility and full hysteric behavior. Therefore, the appropriate geometrical properties for these links are in need of further investigations. In this study, the finite element methodology is initially validated with experimental test. Then optimization criteria is introduced for set of 300 models to investigate the desired geometrical properties for having most energy dissipation with less fracture potential. This paper represents optimization process with which the geometrical properties of butterfly shaped link is improved to have sufficient energy dissipation performance and less potential for fracture. The pushover curves and equivalent plastic strains are obtained from ABAQUS through an iterative process. The Grey Wolf Optimizer method is adopted for optimization methodology due to having strong capability in non-linear system. It can be found that by implementation of optimization methodology the links are designed to have a mode switch from flexural yielding limit state to shear yielding and are able to dissipate energy over a less equivalent plastic strain value.},
doi = {10.1016/j.jobe.2020.101214},
} }
@Article{Khatibinia2019, @Article{Khatibinia2019,
......
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