Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Amin Karbassi"'
Publikováno v:
Structural Concrete. 21:1919-1937
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::705d412bc036624d615da4e53cfe0b9c
https://doi.org/10.1002/suco.201900028
https://doi.org/10.1002/suco.201900028
Autor:
Matthias Stadler, Arja Saarenheimo, Pekka Välikangas, Michael Borgerhoff, Amin Karbassi, Christian Schneeberger, Sara Ghadimi Khasraghy, Alexandre Hamelin, Anthony Darraba, Markku Tuomala, Kim Calonius
Publikováno v:
Saarenheimo, A, Borgerhoff, M, Calonius, K, Darraba, A, Hamelin, A, Ghadimi Khasraghy, S, Karbassi, A, Schneeberger, C, Stadler, M, Tuomala, M & Välikangas, P 2018, ' Numerical studies on vibration propagation and damping test V1 ', Rakenteiden Mekaniikka, vol. 51, no. 1, pp. 55-80 . https://doi.org/10.23998/rm.68954
Rakenteiden Mekaniikka
Rakenteiden Mekaniikka
Earthquakes and aircraft impacts induce vibrations that propagate throughout the entire building and they need to be considered in designing SSCs (Structures, Systems and Components). Mainly linear calculation methods have been in use in design pract
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9632424caaae7c7f1aadda5c5cebb0d5
https://doi.org/10.23998/rm.68954
https://doi.org/10.23998/rm.68954
Autor:
Marie-José Nollet, Amin Karbassi
Publikováno v:
Earthquake Spectra. 29:399-426
A thorough four-step performance-based seismic evaluation for a six-story unreinforced masonry building is conducted. Incremental dynamic analysis is carried out using the applied element method to take advantage of its ability to simulate progressiv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bf8676ae7bb3c9873c3ccd39660e85d1
https://doi.org/10.1193/1.4000148
https://doi.org/10.1193/1.4000148
Autor:
Amin Karbassi, Pierino Lestuzzi
Publikováno v:
The Open Civil Engineering Journal. 6:121-130
As an approach to the problem of seismic vulnerability evaluation of existing buildings using the predicted vul-nerability method, numerical models can be applied to define fragility curves of typical buildings which represent building classes. These
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::61caba9c2b583796ec2e4f561350f83d
https://doi.org/10.2174/1874149501206010121
https://doi.org/10.2174/1874149501206010121
Autor:
Marie-José Nollet, Amin Karbassi
Publikováno v:
Canadian Journal of Civil Engineering. 35:925-937
In the context of the seismic vulnerability evaluation of buildings, the score assignment method can be used as the first step of a multiphase procedure aimed at identifying hazardous buildings that must then be analysed in greater detail. Because th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c5aa15fa68d2d9e51065fd82ccefedc
https://doi.org/10.1139/l08-041
https://doi.org/10.1139/l08-041
Autor:
Amin Karbassi, Marie-José Nollet
Publikováno v:
Improving the Seismic Performance of Existing Buildings and Other Structures.
As an approach to the problem of the seismic vulnerability evaluation of existing buildings using the predicted vulnerability method, analytical procedures are applied to produce vulnerability curves for different building classes. For some building
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8709e6bf3785d0a385ca27ef1585b53d
https://doi.org/10.1061/41084(364)124
https://doi.org/10.1061/41084(364)124
To overcome the problem of outlier data in the regression analysis for numerical-based damage spectra, the C4.5 decision tree learning algorithm is used to predict damage in reinforced concrete buildings in future earthquake scenarios. Reinforced con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b100208b19755ec6a0e3e38f08f73b4f
https://infoscience.epfl.ch/record/190072
https://infoscience.epfl.ch/record/190072
