Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Marie-José Nollet"'
Publikováno v:
Advances in Bridge Engineering, Vol 4, Iss 1, Pp 1-17 (2023)
Abstract In earthquake-prone regions, the evaluation of seismic impacts on bridges is crucial to mitigation, emergency, and recovery planning for highway networks. The degree of bridge damage determines the cost and time required for repairs and the
Externí odkaz:
https://doaj.org/article/7924d31a88ff4822860b9174f0e8ddf9
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 9, Iss 1, Pp 589-607 (2018)
Assessment of the seismic vulnerability of a bridge structure relies on its structural characteristics and site data. However, seismically induced effects, such as landslides or rock falls, are often unknown at a bridge site, making seismic risk asse
Externí odkaz:
https://doaj.org/article/58b72291370a4a96be7a0b05f57153b9
Publikováno v:
Geosciences, Vol 8, Iss 1, p 16 (2018)
An integrated web application, referred to as ER2 for rapid risk evaluator, is under development for a user-friendly seismic risk assessment by the non-expert public safety community. The assessment of likely negative consequences is based on pre-pop
Externí odkaz:
https://doaj.org/article/09e4b82355ed424ea9f3ed67c6cdc7d3
Publikováno v:
Structures. 37:295-304
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::91dc264f20db2c9d658bcd1475df1f21
https://doi.org/10.1016/j.istruc.2022.01.023
https://doi.org/10.1016/j.istruc.2022.01.023
Publikováno v:
Canadian Journal of Civil Engineering. 49:242-254
The aim of this work is to estimate the seismic reliability of a simple typical two-span lifeline base-isolated bridge designed to behave essentially elastic or as per the Canadian Highway Bridge Design Code, for seven localities in Quebec. Two limit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::576deef20056d04b11d9e6b9d6f12f71
https://doi.org/10.1139/cjce-2020-0036
https://doi.org/10.1139/cjce-2020-0036
Publikováno v:
Earthquake Spectra. 38:358-383
This article covers the impact of soil initial stress field heterogeneity (ISFH) in wave-passage analysis and in prescribed structural acceleration in the context of dynamic soil–structure interaction (DSSI) analysis. ISFH is directly related to th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7defa01d1c9a7554da3ff4d1a8b17455
https://doi.org/10.1177/87552930211041640
https://doi.org/10.1177/87552930211041640
Publikováno v:
Canadian Journal of Civil Engineering. 44:1045-1055
Damage to unreinforced masonry (URM) buildings from earthquake shaking is often caused by out-of-plane failure of walls. This is particularly relevant to the majority of URM buildings in Eastern Canada that were constructed prior to the introduction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c23a573bd65ef86fc05528aeaa310e80
https://doi.org/10.1139/cjce-2016-0555
https://doi.org/10.1139/cjce-2016-0555
Publikováno v:
Canadian Journal of Civil Engineering. 43:929-942
When an earthquake occurs, hospitals are expected to remain functional as they play a crucial role in emergency care operations. This ability to ensure the continuity of quality operations while ensuring the safety of occupants during and after an ea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b57876b116677201341d3f5c14161eea
https://doi.org/10.1139/cjce-2015-0428
https://doi.org/10.1139/cjce-2015-0428