Matches in SemOpenAlex for { <https://semopenalex.org/work/W4382601797> ?p ?o ?g. }
Showing items 1 to 89 of
89
with 100 items per page.
- W4382601797 endingPage "116445" @default.
- W4382601797 startingPage "116445" @default.
- W4382601797 abstract "Loss of bridge deck supports is one of the major failures observed during past earthquakes. Deck collapse due to loss of support has been observed mainly on simply supported bridge structures with insufficient support length at expansion bearings. To accommodate the large displacements induced by seismic movements and to avoid bridge collapse, modern seismic standards and regulations require a minimum support length at expansion deck bearings. This paper presents the state of knowledge on the empirical support length equation and the main geometric parameters influencing the required support length at deck expansion bearings. It also presents the results of the parametric study performed on typical existing single and multi-span simply supported bridges subjected to seismic loads typical of Eastern Canada. The results allowed to identify and describe the key geometric parameters influencing the nonlinear responses of existing bridges, evaluate their relative influence in terms of displacements and ductility associated with the loss of deck supports. It also compares the current empirical equation with predicted displacements and proposes an equation more suitable for predicting expected displacements (lower than code values) in an evaluation framework for judging the seismic vulnerability of existing such as the bridge models considered in this study." @default.
- W4382601797 created "2023-06-30" @default.
- W4382601797 creator A5039217950 @default.
- W4382601797 creator A5058260107 @default.
- W4382601797 creator A5075315819 @default.
- W4382601797 date "2023-10-01" @default.
- W4382601797 modified "2023-09-24" @default.
- W4382601797 title "Prediction of the required support length at expansion bearings in the context of assessing the seismic vulnerability of existing bridges" @default.
- W4382601797 cites W1552887403 @default.
- W4382601797 cites W1579138263 @default.
- W4382601797 cites W1969760883 @default.
- W4382601797 cites W1975842169 @default.
- W4382601797 cites W2007208548 @default.
- W4382601797 cites W2012122384 @default.
- W4382601797 cites W2024001774 @default.
- W4382601797 cites W2040086467 @default.
- W4382601797 cites W2057466780 @default.
- W4382601797 cites W2067160000 @default.
- W4382601797 cites W2084748318 @default.
- W4382601797 cites W2097675367 @default.
- W4382601797 cites W2101786573 @default.
- W4382601797 cites W2102222887 @default.
- W4382601797 cites W2883292242 @default.
- W4382601797 cites W4210843051 @default.
- W4382601797 doi "https://doi.org/10.1016/j.engstruct.2023.116445" @default.
- W4382601797 hasPublicationYear "2023" @default.
- W4382601797 type Work @default.
- W4382601797 citedByCount "0" @default.
- W4382601797 crossrefType "journal-article" @default.
- W4382601797 hasAuthorship W4382601797A5039217950 @default.
- W4382601797 hasAuthorship W4382601797A5058260107 @default.
- W4382601797 hasAuthorship W4382601797A5075315819 @default.
- W4382601797 hasConcept C100776233 @default.
- W4382601797 hasConcept C105795698 @default.
- W4382601797 hasConcept C117251300 @default.
- W4382601797 hasConcept C121332964 @default.
- W4382601797 hasConcept C126322002 @default.
- W4382601797 hasConcept C127313418 @default.
- W4382601797 hasConcept C127413603 @default.
- W4382601797 hasConcept C151730666 @default.
- W4382601797 hasConcept C158622935 @default.
- W4382601797 hasConcept C2778753569 @default.
- W4382601797 hasConcept C2778966251 @default.
- W4382601797 hasConcept C2779343474 @default.
- W4382601797 hasConcept C33923547 @default.
- W4382601797 hasConcept C38652104 @default.
- W4382601797 hasConcept C41008148 @default.
- W4382601797 hasConcept C62520636 @default.
- W4382601797 hasConcept C66938386 @default.
- W4382601797 hasConcept C71924100 @default.
- W4382601797 hasConcept C95713431 @default.
- W4382601797 hasConceptScore W4382601797C100776233 @default.
- W4382601797 hasConceptScore W4382601797C105795698 @default.
- W4382601797 hasConceptScore W4382601797C117251300 @default.
- W4382601797 hasConceptScore W4382601797C121332964 @default.
- W4382601797 hasConceptScore W4382601797C126322002 @default.
- W4382601797 hasConceptScore W4382601797C127313418 @default.
- W4382601797 hasConceptScore W4382601797C127413603 @default.
- W4382601797 hasConceptScore W4382601797C151730666 @default.
- W4382601797 hasConceptScore W4382601797C158622935 @default.
- W4382601797 hasConceptScore W4382601797C2778753569 @default.
- W4382601797 hasConceptScore W4382601797C2778966251 @default.
- W4382601797 hasConceptScore W4382601797C2779343474 @default.
- W4382601797 hasConceptScore W4382601797C33923547 @default.
- W4382601797 hasConceptScore W4382601797C38652104 @default.
- W4382601797 hasConceptScore W4382601797C41008148 @default.
- W4382601797 hasConceptScore W4382601797C62520636 @default.
- W4382601797 hasConceptScore W4382601797C66938386 @default.
- W4382601797 hasConceptScore W4382601797C71924100 @default.
- W4382601797 hasConceptScore W4382601797C95713431 @default.
- W4382601797 hasLocation W43826017971 @default.
- W4382601797 hasOpenAccess W4382601797 @default.
- W4382601797 hasPrimaryLocation W43826017971 @default.
- W4382601797 hasRelatedWork W2353516228 @default.
- W4382601797 hasRelatedWork W2353670623 @default.
- W4382601797 hasRelatedWork W2367043156 @default.
- W4382601797 hasRelatedWork W2368675332 @default.
- W4382601797 hasRelatedWork W2383132239 @default.
- W4382601797 hasRelatedWork W2383961505 @default.
- W4382601797 hasRelatedWork W2387897477 @default.
- W4382601797 hasRelatedWork W2393678086 @default.
- W4382601797 hasRelatedWork W2393982312 @default.
- W4382601797 hasRelatedWork W575219528 @default.
- W4382601797 hasVolume "292" @default.
- W4382601797 isParatext "false" @default.
- W4382601797 isRetracted "false" @default.
- W4382601797 workType "article" @default.