Matches in SemOpenAlex for { <https://semopenalex.org/work/W2109659679> ?p ?o ?g. }
Showing items 1 to 100 of
100
with 100 items per page.
- W2109659679 endingPage "905" @default.
- W2109659679 startingPage "889" @default.
- W2109659679 abstract "Summary Presence of vehicles on a bridge has been observed many times during past earthquakes. Although in practice, the engineers may or may not include the live load contribution to seismic weight in design, current bridge design codes do not specify a certain guideline. A very limited research has been conducted to address this issue from design point of view. The focus of this research is to experimentally assess the effect of a vehicle on the seismic response of a bridge through a large‐scale model. In this scope, a 12‐meter long bridge, having a one lane deck with concrete slab on steel girders, has been shaken under five different ground motions obtained from recent earthquakes that occurred in Turkey, in its transverse direction, both with and without a vehicle on top of the deck. The measured results have indicated that top slab transverse acceleration and bearing displacements can reduce up to 18.7% in presence of a vehicle during seismic tests, which is an indication of reduction in substructure forces. The main reason for the reduction in seismic response of the bridge in the presence of live load can be ascribed to the increase in damping of the system due to mass damper‐like action induced by the vehicle. This beneficial effect cannot be observed in vertical seismic response. Copyright © 2014 John Wiley & Sons, Ltd." @default.
- W2109659679 created "2016-06-24" @default.
- W2109659679 creator A5014371914 @default.
- W2109659679 creator A5017399187 @default.
- W2109659679 creator A5041174236 @default.
- W2109659679 creator A5048223454 @default.
- W2109659679 creator A5052800342 @default.
- W2109659679 creator A5079109284 @default.
- W2109659679 creator A5081938770 @default.
- W2109659679 date "2014-11-17" @default.
- W2109659679 modified "2023-10-14" @default.
- W2109659679 title "Vehicle effects on seismic response of a simple-span bridge during shake tests" @default.
- W2109659679 cites W1561484155 @default.
- W2109659679 cites W1594089614 @default.
- W2109659679 cites W2002377920 @default.
- W2109659679 cites W2009418562 @default.
- W2109659679 cites W2009473707 @default.
- W2109659679 cites W2048069175 @default.
- W2109659679 cites W2079622641 @default.
- W2109659679 cites W2132085841 @default.
- W2109659679 cites W2138081662 @default.
- W2109659679 cites W2152487227 @default.
- W2109659679 cites W2157805051 @default.
- W2109659679 doi "https://doi.org/10.1002/eqe.2491" @default.
- W2109659679 hasPublicationYear "2014" @default.
- W2109659679 type Work @default.
- W2109659679 sameAs 2109659679 @default.
- W2109659679 citedByCount "17" @default.
- W2109659679 countsByYear W21096596792016 @default.
- W2109659679 countsByYear W21096596792018 @default.
- W2109659679 countsByYear W21096596792019 @default.
- W2109659679 countsByYear W21096596792020 @default.
- W2109659679 countsByYear W21096596792021 @default.
- W2109659679 countsByYear W21096596792022 @default.
- W2109659679 countsByYear W21096596792023 @default.
- W2109659679 crossrefType "journal-article" @default.
- W2109659679 hasAuthorship W2109659679A5014371914 @default.
- W2109659679 hasAuthorship W2109659679A5017399187 @default.
- W2109659679 hasAuthorship W2109659679A5041174236 @default.
- W2109659679 hasAuthorship W2109659679A5048223454 @default.
- W2109659679 hasAuthorship W2109659679A5052800342 @default.
- W2109659679 hasAuthorship W2109659679A5079109284 @default.
- W2109659679 hasAuthorship W2109659679A5081938770 @default.
- W2109659679 hasConcept C100776233 @default.
- W2109659679 hasConcept C113740112 @default.
- W2109659679 hasConcept C117896860 @default.
- W2109659679 hasConcept C121332964 @default.
- W2109659679 hasConcept C126322002 @default.
- W2109659679 hasConcept C126950237 @default.
- W2109659679 hasConcept C127313418 @default.
- W2109659679 hasConcept C127413603 @default.
- W2109659679 hasConcept C140096630 @default.
- W2109659679 hasConcept C187320778 @default.
- W2109659679 hasConcept C196316656 @default.
- W2109659679 hasConcept C19856469 @default.
- W2109659679 hasConcept C2778753569 @default.
- W2109659679 hasConcept C2778966251 @default.
- W2109659679 hasConcept C66938386 @default.
- W2109659679 hasConcept C71924100 @default.
- W2109659679 hasConcept C74650414 @default.
- W2109659679 hasConcept C99679407 @default.
- W2109659679 hasConceptScore W2109659679C100776233 @default.
- W2109659679 hasConceptScore W2109659679C113740112 @default.
- W2109659679 hasConceptScore W2109659679C117896860 @default.
- W2109659679 hasConceptScore W2109659679C121332964 @default.
- W2109659679 hasConceptScore W2109659679C126322002 @default.
- W2109659679 hasConceptScore W2109659679C126950237 @default.
- W2109659679 hasConceptScore W2109659679C127313418 @default.
- W2109659679 hasConceptScore W2109659679C127413603 @default.
- W2109659679 hasConceptScore W2109659679C140096630 @default.
- W2109659679 hasConceptScore W2109659679C187320778 @default.
- W2109659679 hasConceptScore W2109659679C196316656 @default.
- W2109659679 hasConceptScore W2109659679C19856469 @default.
- W2109659679 hasConceptScore W2109659679C2778753569 @default.
- W2109659679 hasConceptScore W2109659679C2778966251 @default.
- W2109659679 hasConceptScore W2109659679C66938386 @default.
- W2109659679 hasConceptScore W2109659679C71924100 @default.
- W2109659679 hasConceptScore W2109659679C74650414 @default.
- W2109659679 hasConceptScore W2109659679C99679407 @default.
- W2109659679 hasIssue "6" @default.
- W2109659679 hasLocation W21096596791 @default.
- W2109659679 hasOpenAccess W2109659679 @default.
- W2109659679 hasPrimaryLocation W21096596791 @default.
- W2109659679 hasRelatedWork W1975241385 @default.
- W2109659679 hasRelatedWork W2032890245 @default.
- W2109659679 hasRelatedWork W2037018384 @default.
- W2109659679 hasRelatedWork W206849162 @default.
- W2109659679 hasRelatedWork W2588419487 @default.
- W2109659679 hasRelatedWork W582920419 @default.
- W2109659679 hasRelatedWork W587528349 @default.
- W2109659679 hasRelatedWork W607110998 @default.
- W2109659679 hasRelatedWork W631646664 @default.
- W2109659679 hasRelatedWork W186762846 @default.
- W2109659679 hasVolume "44" @default.
- W2109659679 isParatext "false" @default.
- W2109659679 isRetracted "false" @default.
- W2109659679 magId "2109659679" @default.
- W2109659679 workType "article" @default.