FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W3174537290> ?p ?o ?g. }

• W3174537290 endingPage "2586" @default.
• W3174537290 startingPage "2570" @default.
• W3174537290 abstract "In this paper, the seismic behavior of a total of 84 reinforced concrete bridges, including 12 straight and 72 curved bridges was studied. The bridges were designed and detailed according to the American Association of State Highway and Transportation Officials (AASHTO) regulations. To evaluate the accuracy of the seismic response predictions obtained using elastic analyses, as suggested by AASHTO, both linear and nonlinear time history analyses were performed and the results were compared. In addition, to investigate the accuracy of the code provisions regarding the limitations on the bridge subtended angle for the use of equivalent straight bridges, the results obtained for the curved bridges were compared with those obtained for the equivalent straight bridges. Furthermore, the effects of different types of irregularity on the predicted displacement demands from equivalent straight bridges were investigated. To study the effects of different types of irregularity on the results, different irregular arrangements of spans, various column heights, different abutment conditions, and different subtended angles were considered. Also the effect of combination of different types of irregularity was investigated by considering bridges with different configurations. The results indicated that the deviation of the results obtained from the linear and nonlinear analyses is significant, particularly in the transverse direction of the bridges with irregularity in columns height for different subtended angles. Also, it was shown that in bridges with restrained abutments, unlike the bridges with unrestrained (i.e., free) abutments, the equivalent straight bridges cannot be used in lieu of the curved bridges, since the differences between the results from the two models are significant and become larger with increasing the subtended angle of the bridges. It was shown that some modeling assumptions widely used for seismic analysis of bridge structures can be unrealistic and may lead to inaccurate predictions. It was shown that the AASHTO specifications regarding the use of elastic analysis for some irregular bridges and the limitations on the subtended angle for the use of equivalent straight bridges need to be reevaluated." @default.
• W3174537290 created "2021-07-05" @default.
• W3174537290 creator A5050607787 @default.
• W3174537290 creator A5054583879 @default.
• W3174537290 date "2021-10-01" @default.
• W3174537290 modified "2023-10-17" @default.
• W3174537290 title "Investigating seismic behavior of horizontally curved RC bridges with different types of irregularity in comparison with equivalent straight bridges" @default.
• W3174537290 cites W1715661110 @default.
• W3174537290 cites W1943833013 @default.
• W3174537290 cites W1947704563 @default.
• W3174537290 cites W1969760883 @default.
• W3174537290 cites W1983187484 @default.
• W3174537290 cites W2012644001 @default.
• W3174537290 cites W2012763854 @default.
• W3174537290 cites W2016788349 @default.
• W3174537290 cites W2023844326 @default.
• W3174537290 cites W2025300227 @default.
• W3174537290 cites W2028010621 @default.
• W3174537290 cites W2028924722 @default.
• W3174537290 cites W2044469421 @default.
• W3174537290 cites W2053931599 @default.
• W3174537290 cites W2078933611 @default.
• W3174537290 cites W2079818944 @default.
• W3174537290 cites W2082072842 @default.
• W3174537290 cites W2094480043 @default.
• W3174537290 cites W2111782425 @default.
• W3174537290 cites W2113697309 @default.
• W3174537290 cites W2159274737 @default.
• W3174537290 cites W2169445860 @default.
• W3174537290 cites W2565056373 @default.
• W3174537290 cites W2602588427 @default.
• W3174537290 cites W2746239623 @default.
• W3174537290 cites W2807386396 @default.
• W3174537290 cites W2891888001 @default.
• W3174537290 cites W3086028939 @default.
• W3174537290 cites W3090110478 @default.
• W3174537290 cites W3092101399 @default.
• W3174537290 cites W3135256744 @default.
• W3174537290 cites W3153145402 @default.
• W3174537290 cites W2749703859 @default.
• W3174537290 doi "https://doi.org/10.1016/j.istruc.2021.06.014" @default.
• W3174537290 hasPublicationYear "2021" @default.
• W3174537290 type Work @default.
• W3174537290 sameAs 3174537290 @default.
• W3174537290 citedByCount "6" @default.
• W3174537290 countsByYear W31745372902022 @default.
• W3174537290 countsByYear W31745372902023 @default.
• W3174537290 crossrefType "journal-article" @default.
• W3174537290 hasAuthorship W3174537290A5050607787 @default.
• W3174537290 hasAuthorship W3174537290A5054583879 @default.
• W3174537290 hasConcept C107551265 @default.
• W3174537290 hasConcept C121332964 @default.
• W3174537290 hasConcept C127313418 @default.
• W3174537290 hasConcept C127413603 @default.
• W3174537290 hasConcept C154954056 @default.
• W3174537290 hasConcept C15744967 @default.
• W3174537290 hasConcept C158622935 @default.
• W3174537290 hasConcept C182358397 @default.
• W3174537290 hasConcept C187320778 @default.
• W3174537290 hasConcept C2524010 @default.
• W3174537290 hasConcept C33923547 @default.
• W3174537290 hasConcept C48777230 @default.
• W3174537290 hasConcept C542102704 @default.
• W3174537290 hasConcept C62520636 @default.
• W3174537290 hasConcept C66938386 @default.
• W3174537290 hasConceptScore W3174537290C107551265 @default.
• W3174537290 hasConceptScore W3174537290C121332964 @default.
• W3174537290 hasConceptScore W3174537290C127313418 @default.
• W3174537290 hasConceptScore W3174537290C127413603 @default.
• W3174537290 hasConceptScore W3174537290C154954056 @default.
• W3174537290 hasConceptScore W3174537290C15744967 @default.
• W3174537290 hasConceptScore W3174537290C158622935 @default.
• W3174537290 hasConceptScore W3174537290C182358397 @default.
• W3174537290 hasConceptScore W3174537290C187320778 @default.
• W3174537290 hasConceptScore W3174537290C2524010 @default.
• W3174537290 hasConceptScore W3174537290C33923547 @default.
• W3174537290 hasConceptScore W3174537290C48777230 @default.
• W3174537290 hasConceptScore W3174537290C542102704 @default.
• W3174537290 hasConceptScore W3174537290C62520636 @default.
• W3174537290 hasConceptScore W3174537290C66938386 @default.
• W3174537290 hasLocation W31745372901 @default.
• W3174537290 hasOpenAccess W3174537290 @default.
• W3174537290 hasPrimaryLocation W31745372901 @default.
• W3174537290 hasRelatedWork W144629907 @default.
• W3174537290 hasRelatedWork W2351213361 @default.
• W3174537290 hasRelatedWork W235930142 @default.
• W3174537290 hasRelatedWork W2372326873 @default.
• W3174537290 hasRelatedWork W2374890981 @default.
• W3174537290 hasRelatedWork W2393114430 @default.
• W3174537290 hasRelatedWork W2554808781 @default.
• W3174537290 hasRelatedWork W2801870226 @default.
• W3174537290 hasRelatedWork W3088356256 @default.
• W3174537290 hasRelatedWork W82378684 @default.
• W3174537290 hasVolume "33" @default.
• W3174537290 isParatext "false" @default.
• W3174537290 isRetracted "false" @default.
• W3174537290 magId "3174537290" @default.
• W3174537290 workType "article" @default.