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Daniel Ambrosini ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Nanclares, Germán / Curadelli, Oscar / Ambrosini, Daniel (2024): Influence of the vertical seismic component on the response of continuous RC bridges. In: Computers & Structures, v. 305 (Dezember 2024).

    https://doi.org/10.1016/j.compstruc.2024.107558

  2. Cuervo, Facundo / Domizio, Martín / Ambrosini, Daniel (2024): Dynamic Calibration of the Transverse Elastic Modulus of Shredded Rubber for Use in Seismic Isolation. In: Structural Engineering International, v. 34, n. 2 (März 2024).

    https://doi.org/10.1080/10168664.2023.2274462

  3. Garrido, Hernán / Domizio, Martín / Curadelli, Oscar / Ambrosini, Daniel (2024): Inerter-based Building Mass Damper: Optimization and experimental study. In: Engineering Structures, v. 301 (Februar 2024).

    https://doi.org/10.1016/j.engstruct.2023.117277

  4. Domizio, Martín / Ambrosini, Daniel / Campi, Andrés (2024): A novel tuned liquid damper for vibration control in high-frequency structures. In: Engineering Structures, v. 301 (Februar 2024).

    https://doi.org/10.1016/j.engstruct.2023.117350

  5. Nanclares, Germán / Ambrosini, Daniel / Curadelli, Oscar: Partially restrained seismic isolation system to retrofit a continuous girder RC bridge. In: Structure and Infrastructure Engineering.

    https://doi.org/10.1080/15732479.2023.2211962

  6. Barlek, Pablo / Ambrosini, Daniel / Luccioni, Bibiana (2023): Generalized friction panel: An innovative passive energy dissipation device for structures subjected to seismic loading. In: Engineering Structures, v. 283 (Mai 2023).

    https://doi.org/10.1016/j.engstruct.2023.115898

  7. Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2015): Performance of TMDs on nonlinear structures subjected to near-fault earthquakes. In: Smart Structures and Systems, v. 16, n. 4 (Oktober 2015).

    https://doi.org/10.12989/sss.2015.16.4.725

  8. Nanclares, Germán / Ambrosini, Daniel / Curadelli, Oscar (2022): Comparative nonlinear seismic analysis of an existing RC bridge designed with obsolete codes. In: Advances in Structural Engineering, v. 25, n. 7 (April 2022).

    https://doi.org/10.1177/13694332221074772

  9. Domizio, Martín / Garrido, Hernán / Ambrosini, Daniel (2022): Single and multiple TMD optimization to control seismic response of nonlinear structures. In: Engineering Structures, v. 252 (Februar 2022).

    https://doi.org/10.1016/j.engstruct.2021.113667

  10. Curadelli, Oscar / Ambrosini, Daniel (2011): Damage detection in elevated spherical containers partially filled with liquid. In: Engineering Structures, v. 33, n. 9 (September 2011).

    https://doi.org/10.1016/j.engstruct.2011.05.023

  11. Ambrosini, Daniel / Luccioni, Bibiana María (2009): Reinforced concrete wall as protection against accidental explosions in the petrochemical industry. In: Structural Engineering and Mechanics, v. 32, n. 2 (Mai 2009).

    https://doi.org/10.12989/sem.2009.32.2.213

  12. Ambrosini, Daniel / Luccioni, Bibiana (2020): Effects of underground explosions on soil and structures. In: Underground Space, v. 5, n. 4 (Dezember 2020).

    https://doi.org/10.1016/j.undsp.2019.09.002

  13. de Borbón, Fernanda / Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2020): Influence of various parameters in the seismic soil-structure interaction response of a nuclear power plant. In: Engineering Structures, v. 217 (August 2020).

    https://doi.org/10.1016/j.engstruct.2020.110820

  14. Nanclares, Germán / Ambrosini, Daniel / Curadelli, Oscar (2018): Evaluation of classical reinforcement and passive control systems on a reinforced concrete bridge subjected to seismic loading. In: International Journal of Lifecycle Performance Engineering, v. 2, n. 3-4 ( 2018).

    https://doi.org/10.1504/ijlcpe.2018.094867

  15. Ezeberry, Javier Ignacio / Ambrosini, Daniel (2014): Identification of defects in piles with high slenderness ratios using dynamic response to impulse loads. In: International Journal of Lifecycle Performance Engineering, v. 1, n. 4 ( 2014).

    https://doi.org/10.1504/ijlcpe.2014.064101

  16. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2019): Resettable‐inertance inerter: A semiactive control device for energy absorption. In: Structural Control and Health Monitoring, v. 26, n. 11 (September 2019).

    https://doi.org/10.1002/stc.2415

  17. Codina, Ramón / Ambrosini, Daniel (2019): Numerical and analytical study of overpressures and impulses inside a masonry box subjected to external blast loading. In: International Journal of Protective Structures, v. 10, n. 3 (Juni 2019).

    https://doi.org/10.1177/2041419619843636

  18. Luccioni, Bibiana / Ambrosini, Daniel / Nurick, Gerald / Snyman, Izak (2009): Craters produced by underground explosions. In: Computers & Structures, v. 87, n. 21-22 (November 2009).

    https://doi.org/10.1016/j.compstruc.2009.06.002

  19. de Borbón, Fernanda / Mirasso, Anibal / Ambrosini, Daniel (2011): A beam element for coupled torsional-flexural vibration of doubly unsymmetrical thin walled beams axially loaded. In: Computers & Structures, v. 89, n. 13-14 (Juli 2011).

    https://doi.org/10.1016/j.compstruc.2011.03.007

  20. Ambrosini, Daniel (2010): Experimental validation of free vibrations from nonsymmetrical thin walled beams. In: Engineering Structures, v. 32, n. 5 (Mai 2010).

    https://doi.org/10.1016/j.engstruct.2010.01.010

  21. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2013): Improvement of tuned mass damper by using rotational inertia through tuned viscous mass damper. In: Engineering Structures, v. 56 (November 2013).

    https://doi.org/10.1016/j.engstruct.2013.08.044

  22. Ambrosini, Daniel / Luccioni, Bibiana / Jacinto, Abel / Danesi, Rodolfo (2005): Location and mass of explosive from structural damage. In: Engineering Structures, v. 27, n. 2 (Januar 2005).

    https://doi.org/10.1016/j.engstruct.2004.09.003

  23. Codina, Ramón / Ambrosini, Daniel / de Borbón, Fernanda (2016): Experimental and numerical study of a RC member under a close-in blast loading. In: Engineering Structures, v. 127 (November 2016).

    https://doi.org/10.1016/j.engstruct.2016.08.035

  24. Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2015): Experimental and numerical analysis to collapse of a framed structure subjected to seismic loading. In: Engineering Structures, v. 82 (Januar 2015).

    https://doi.org/10.1016/j.engstruct.2014.10.022

  25. Domizio, Martín / Ambrosini, Daniel / Curadelli, Oscar (2017): Nonlinear dynamic numerical analysis of a RC frame subjected to seismic loading. In: Engineering Structures, v. 138 (Mai 2017).

    https://doi.org/10.1016/j.engstruct.2017.02.031

  26. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2017): Control of relative vibration between flexible appendages using passive and semi-active isolation. In: Engineering Structures, v. 152 (Dezember 2017).

    https://doi.org/10.1016/j.engstruct.2017.09.056

  27. Garrido, Hernán / Curadelli, Oscar / Ambrosini, Daniel (2018): On the assumed inherent stability of semi-active control systems. In: Engineering Structures, v. 159 (März 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.009

  28. Luccioni, Bibiana / Ambrosini, Daniel / Yuen, Steeve Chung Kim / Nurick, Gerald (2010): Effects of Large and Spread Explosives Loads. In: International Journal of Protective Structures, v. 1, n. 3 (September 2010).

    https://doi.org/10.1260/2041-4196.1.3.319

  29. Codina, Ramón H. / Ambrosini, Daniel / de Borbón, Fernanda (2013): Numerical Study of Confined Explosions in Urban Environments. In: International Journal of Protective Structures, v. 4, n. 4 (Dezember 2013).

    https://doi.org/10.1260/2041-4196.4.4.591

  30. Codina, Ramón / Ambrosini, Daniel / de Borbón, Fernanda (2017): New sacrificial cladding system for the reduction of blast damage in reinforced concrete structures. In: International Journal of Protective Structures, v. 8, n. 2 (Juni 2017).

    https://doi.org/10.1177/2041419617701571

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