Matches in SemOpenAlex for { <https://semopenalex.org/work/W2064788192> ?p ?o ?g. }
Showing items 1 to 72 of
72
with 100 items per page.
- W2064788192 endingPage "20" @default.
- W2064788192 startingPage "09" @default.
- W2064788192 abstract "The last four decades have been significant for Brazils highway network development. The country received financial incentives for its expansion and created various structural solutions for bridges and overpasses. Concurrent to this development, in recent years these structures have increasingly shown advanced deterioration stages due to the lack of preventive maintenance programs. Thus, this paper proposes the use of a GPS in a short-term monitoring plan to oversee the structural behavior of a curved reinforced concrete highway bridge already in service. Accordingly, this article presentsthe first research results with the L1 carrier and recorded data at 100 Hz in order to monitor the dynamic behavior of the central span of a small curved concrete bridge, the bridge over the Jaguari River in Extrema, Minas Gerais. The problem is that such structures exhibitsmall peak-to-peak amplitude vertical deflections- up to 5 mm.The challenge lies in the fact that the vast majority of Brazils highway network is characterized by small and medium sized concrete bridges. The bridge monitored in the study consists of two traffic lanes and a total length of 134 m, located in the Fernao Dias highway- BR 381, km 946 + 300m, Extrema, Minas Gerais. The bridge under study is significant to this work because this type of structure is largely found throughout the country. Thus, the line of work to be presented will contribute to implementing other monitoring actions forthese types of structures throughout Brazil - quickly and effectively,which will serve as a strategythat can beadded to the conventional monitoring methods. Therefore, GPS data observations were conductedfor two days using two GPS receivers with data sampling intervals of 0.01 seconds- 100 Hz. The Continuous Wavelet Transform (CWT) was used as filtering model to analyze the frequency response of the bridge generated by the residues of the L1 double difference through the highest GPS satellite constellation." @default.
- W2064788192 created "2016-06-24" @default.
- W2064788192 creator A5002397311 @default.
- W2064788192 creator A5030063707 @default.
- W2064788192 creator A5054072809 @default.
- W2064788192 creator A5056151822 @default.
- W2064788192 creator A5069064262 @default.
- W2064788192 creator A5085770942 @default.
- W2064788192 creator A5090471669 @default.
- W2064788192 date "2014-09-01" @default.
- W2064788192 modified "2023-10-17" @default.
- W2064788192 title "Dynamic Monitoring vertical Deflectionof Small Concrete Bridge Using Conventional Sensors And 100 Hz GPS Receivers - Preliminary Results" @default.
- W2064788192 cites W1203142710 @default.
- W2064788192 cites W13621229 @default.
- W2064788192 cites W1594783002 @default.
- W2064788192 cites W1978029189 @default.
- W2064788192 cites W2013498242 @default.
- W2064788192 cites W2064870290 @default.
- W2064788192 cites W2151047202 @default.
- W2064788192 cites W2759957944 @default.
- W2064788192 cites W2798426072 @default.
- W2064788192 cites W3147832843 @default.
- W2064788192 cites W3154449319 @default.
- W2064788192 cites W2126523701 @default.
- W2064788192 doi "https://doi.org/10.9790/3021-04920920" @default.
- W2064788192 hasPublicationYear "2014" @default.
- W2064788192 type Work @default.
- W2064788192 sameAs 2064788192 @default.
- W2064788192 citedByCount "1" @default.
- W2064788192 countsByYear W20647881922023 @default.
- W2064788192 crossrefType "journal-article" @default.
- W2064788192 hasAuthorship W2064788192A5002397311 @default.
- W2064788192 hasAuthorship W2064788192A5030063707 @default.
- W2064788192 hasAuthorship W2064788192A5054072809 @default.
- W2064788192 hasAuthorship W2064788192A5056151822 @default.
- W2064788192 hasAuthorship W2064788192A5069064262 @default.
- W2064788192 hasAuthorship W2064788192A5085770942 @default.
- W2064788192 hasAuthorship W2064788192A5090471669 @default.
- W2064788192 hasBestOaLocation W20647881921 @default.
- W2064788192 hasConcept C100776233 @default.
- W2064788192 hasConcept C126322002 @default.
- W2064788192 hasConcept C41008148 @default.
- W2064788192 hasConcept C60229501 @default.
- W2064788192 hasConcept C71924100 @default.
- W2064788192 hasConcept C76155785 @default.
- W2064788192 hasConceptScore W2064788192C100776233 @default.
- W2064788192 hasConceptScore W2064788192C126322002 @default.
- W2064788192 hasConceptScore W2064788192C41008148 @default.
- W2064788192 hasConceptScore W2064788192C60229501 @default.
- W2064788192 hasConceptScore W2064788192C71924100 @default.
- W2064788192 hasConceptScore W2064788192C76155785 @default.
- W2064788192 hasIssue "9" @default.
- W2064788192 hasLocation W20647881921 @default.
- W2064788192 hasOpenAccess W2064788192 @default.
- W2064788192 hasPrimaryLocation W20647881921 @default.
- W2064788192 hasRelatedWork W1999997637 @default.
- W2064788192 hasRelatedWork W2051621245 @default.
- W2064788192 hasRelatedWork W2362228228 @default.
- W2064788192 hasRelatedWork W2368334431 @default.
- W2064788192 hasRelatedWork W2373169252 @default.
- W2064788192 hasRelatedWork W2386288414 @default.
- W2064788192 hasRelatedWork W2387588658 @default.
- W2064788192 hasRelatedWork W2393664297 @default.
- W2064788192 hasRelatedWork W636685933 @default.
- W2064788192 hasRelatedWork W2182843705 @default.
- W2064788192 hasVolume "4" @default.
- W2064788192 isParatext "false" @default.
- W2064788192 isRetracted "false" @default.
- W2064788192 magId "2064788192" @default.
- W2064788192 workType "article" @default.