Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Stefania, Gobbi"'
Publikováno v:
Advances in Bridge Engineering, Vol 3, Iss 1, Pp 1-15 (2022)
Abstract The one-directional three-component wave propagation in a T-shaped soil domain (1DT-3C) is a numerical modeling technique, in a finite element scheme, to investigate dynamic soil-structure interaction (SSI) coupled with seismic site effects,
Externí odkaz:
https://doaj.org/article/81aede8a69c540dca057ac47d0c3c900
Autor:
Stefania Gobbi, Philippe Reiffsteck, Maria Paola Santisi d'Avila, Luca Lenti, Jean-François Semblat
Publikováno v:
Acta Geotechnica. 17:391-410
During recent seismic events, such as 2010 Darfield and 2016 Ecuador earthquakes, widespread liquefaction has been observed in sand deposits with silt content. Nevertheless, the presence of non-plastic fines implies variable liquefaction resistance o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::809672679ef5adb88587d95d1bb3b380
https://doi.org/10.1007/s11440-021-01262-1
https://doi.org/10.1007/s11440-021-01262-1
Autor:
Khalil, C., Regnier, J., Lopez-Caballero, F., Alves-Fernandes, V., Chiaradonna, A., Reine, Fares, Evelyne, Foerster, Stefania, Gobbi, Cyril, Gomes, Emmanuel, Javelaud, Ziad, Kteich, Silvana, Montoya-Noguera, Elif, Oral, Maria Paola Santisi d’Avila
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3983::7b7480aba2bdc793e868d3fa17ef28f5
https://hdl.handle.net/11697/199821
https://hdl.handle.net/11697/199821
Autor:
Luca Lenti, Maria Paola Santisi d'Avila, Stefania Gobbi, Philippe Reiffsteck, Jean-François Semblat
Publikováno v:
International Journal of Geomechanics. 22
The mechanical behavior of binary granular mixtures strongly depends on their initial packing density, stress level, fine content, particle size distribution, mineralogy, and shape. This r...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d57bf7b6af37672b0a3ae5d044ebfdd4
https://doi.org/10.1061/(asce)gm.1943-5622.0002242
https://doi.org/10.1061/(asce)gm.1943-5622.0002242
Autor:
Stefania Gobbi, Maria Paola Santisi d’Avila, Luca Lenti, Jean-François Semblat, Philippe Reiffsteck
Publikováno v:
Soil Dynamics and Earthquake Engineering. 159:107349
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2ad1c100fea9ee789aae48f39b31b2d
https://doi.org/10.1016/j.soildyn.2022.107349
https://doi.org/10.1016/j.soildyn.2022.107349
Autor:
Maria Paola Santisi d'Avila, Jean-François Semblat, Philippe Reiffsteck, Luca Lenti, Stefania Gobbi
Publikováno v:
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering, Elsevier, 2020, 135, pp.106200. ⟨10.1016/j.soildyn.2020.106200⟩
Soil Dynamics and Earthquake Engineering, 2020, 135, pp.106200. ⟨10.1016/j.soildyn.2020.106200⟩
Soil Dynamics and Earthquake Engineering, Elsevier, 2020, 135, pp.106200. ⟨10.1016/j.soildyn.2020.106200⟩
Soil Dynamics and Earthquake Engineering, 2020, 135, pp.106200. ⟨10.1016/j.soildyn.2020.106200⟩
Characterizing the potential effect of local site conditions on the amplification of ground motions is a critical aspect of seismic hazard and risk assessment. The aim of this study is to investigate the reliability and the limit of using the average
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::99887069dce17a38a5f00039f6d7cafc
https://hal.archives-ouvertes.fr/hal-03238056/file/GOBBI_et_al_SOILDYN_2020.pdf
https://hal.archives-ouvertes.fr/hal-03238056/file/GOBBI_et_al_SOILDYN_2020.pdf
Publikováno v:
6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2017
6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2017, Jun 2017, Rhodes Island, Greece. pp.990-1006, ⟨10.7712/120117.5471.17027⟩
6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2017, Jun 2017, Rhodes Island, Greece. pp.990-1006, ⟨10.7712/120117.5471.17027⟩
International audience; Soil structures such as river dikes, highway embankments, and earth dams have been frequently damaged during past major earthquakes. In most cases, large deformations occurred due to liquefaction of the supporting loose cohesi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e2e12c393d95f74d4c27749546892cfe
https://hal-centralesupelec.archives-ouvertes.fr/hal-02457302/document
https://hal-centralesupelec.archives-ouvertes.fr/hal-02457302/document
Autor:
Davide Forcellini, Stefania Gobbi
Publikováno v:
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::599eb062793620265627e1a2c2a418c4
https://doi.org/10.7712/120115.3391.495
https://doi.org/10.7712/120115.3391.495