Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Maxim Millen"'
Publikováno v:
Geotecnia, Iss 148 (2020)
Os danos resultantes da ocorrência de sismos podem resultar da combinação da excitação sísmica e/ou de incrementos de pressão neutra no solo (liquefação). Estes dois efeitos estão interligados, uma vez que a redução da rigidez do solo por
Externí odkaz:
https://doaj.org/article/c1b778967be34636a974e72be2e5f3bd
Autor:
Antonio Viana da Fonseca, Maxim Millen, Julieth Quintero, Sinan Sargin, Sara Rios, Xavier Romão, Nuno Pereira, Fabrizio Panico, Sadik Oztoprak, M. Kubilay Kelesoglu
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a8598d4d79bff4ca9c71c33007ff53e
https://doi.org/10.1061/jggefk.gteng-10881
https://doi.org/10.1061/jggefk.gteng-10881
Estimation of Scenario-based Liquefaction Probability with Consideration of Ground-motion Randomness
Publikováno v:
Journal of Earthquake Engineering. 26:7933-7955
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f968f300a03826c237d022043e51772
https://doi.org/10.1080/13632469.2021.1989346
https://doi.org/10.1080/13632469.2021.1989346
Autor:
Janko Logar, Mirko Kosič, Cristiana Ferreira, Namık Aysal, António Viana da Fonseca, Ilknur Bozbey, Cihan Öser, Sadik Oztoprak, Julieth Quintero, Maxim Millen
Publikováno v:
Bulletin of Earthquake Engineering. 19:3987-4012
The seismic behaviour of a building on a liquefiable deposit is a complex interaction which involves quantifying both shaking induced damage and permanent ground deformation-related damage. In this paper the key parameters that influence both surface
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7117bcf71691d90501a25d8299579ad6
https://doi.org/10.1007/s10518-020-00967-0
https://doi.org/10.1007/s10518-020-00967-0
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:718-735
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c5b5f6d08f36f15b0b39304d09599ec
https://doi.org/10.1002/eqe.3354
https://doi.org/10.1002/eqe.3354
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
This paper presents a novel method for performing equivalent linear analysis that allows for a variation of the stiffness and equivalent viscous damping properties throughout the duration o...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2673544ba0832a0051c7cf154596fe63
https://doi.org/10.1061/(asce)gt.1943-5606.0002581
https://doi.org/10.1061/(asce)gt.1943-5606.0002581
Publikováno v:
Soil Dynamics and Earthquake Engineering. 157:107261
The damage resulting from earthquakes can result from the combination of seismic excitation and/or due to a build-up of excess pore pressure in the soil (liquefaction). These two effects are related since the reduction of soil stiffness due to a decr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b47a7834399d715a635ad9914d1e86cf
https://doi.org/10.1016/j.soildyn.2022.107261
https://doi.org/10.1016/j.soildyn.2022.107261
Large magnitude earthquakes have historically caused devastating damage to engineered structures as a result of permanent ground deformations induced by soil liquefaction (e.g. 1964 Niigata earthquake, 1995 Kobe earthquake, 2010–2011 Christchurch e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bba61e82da33c57cb0e561aeead13df8
http://hdl.handle.net/11588/845063
http://hdl.handle.net/11588/845063
Publikováno v:
Information Technology in Geo-Engineering-Proceedings of the 3rd International Conference (ICITG), Guimarães, Portugal
Springer Series in Geomechanics and Geoengineering
Springer Series in Geomechanics and Geoengineering-Information Technology in Geo-Engineering
Information Technology in Geo-Engineering ISBN: 9783030320287
Springer Series in Geomechanics and Geoengineering
Springer Series in Geomechanics and Geoengineering-Information Technology in Geo-Engineering
Information Technology in Geo-Engineering ISBN: 9783030320287
The large number of published assessment procedures in geotechnical engineering, as well as the large and ever-growing number of field and experimental data sets makes it difficult to perform a full validation of a new procedure. Essentially demonstr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ac1cc23c974bc8b6c5e15987e6cebe51
Publikováno v:
Engineering Structures. 211:110232
The assessment of the vulnerability of buildings subjected to earthquake-induced liquefaction requires the definition of an integrated damage scale accounting both for ground motion damage and permanent ground movements. The latter can cause rigid-bo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::29002baa8598070385d766cff32fe4f0
https://doi.org/10.1016/j.engstruct.2020.110232
https://doi.org/10.1016/j.engstruct.2020.110232