Matches in SemOpenAlex for { <https://semopenalex.org/work/W2983177071> ?p ?o ?g. }
Showing items 1 to 64 of
64
with 100 items per page.
- W2983177071 endingPage "012035" @default.
- W2983177071 startingPage "012035" @default.
- W2983177071 abstract "Before the bridge is operated, it is necessary to do a test to find out whether the bridge has met the applicable requirements and regulations and works properly with the service load. Tests include static and dynamic loading of bridges on the Water Front City bridge, Bangkinang, Riau. Static load test in the form of measurement of deflection and strain of the bridge structure when carried out the load on the bridge in a controlled and measurable manner. The given load is at least equal to the bridge service load according to specifications and service defects that occur do not exceed the specified limits. While the dynamic load test is in the form of recording bridge behavior when receiving dynamic loads. Static loading is carried out by placing several truck vehicles with measured dimensions and loads on each wheel to determine the amount of deflection and stress at ¼ - ½ - ¾ spans. Static load test results on the structure of the bridge, the maximum strain that occurs in reinforcing steel and concrete in loading conditions with a load of 2 trucks (50 tons), 4 (100 tons), 6 (150 tons), 8 (200 tons), 10 (250 tons) and 12 trucks (300 tons) respectively 17.62 MPa, 52.82 MPa, 61.95 MPa, 51.08 MPa, 105.49 MPa and 128.48 MPa. In unloading conditions, the maximum strain is 51.31 MPa, 70.38 MPa, 52.47 MPa, 88.71 MPa,75.20 MPa and 13.21 MPa respectively. The temperature difference of 15°C in arch element gives camber in the middle of the span of 15 mm for the arc and 13 mm for the girder. The natural frequency of the WFC bridge is 1,127 Hz which occurs in the vertical direction at a span of 100 meters." @default.
- W2983177071 created "2019-11-22" @default.
- W2983177071 creator A5021451892 @default.
- W2983177071 creator A5057289640 @default.
- W2983177071 date "2019-10-30" @default.
- W2983177071 modified "2023-10-14" @default.
- W2983177071 title "Loading Test and Temperature Effect on Steel Arch Bridge" @default.
- W2983177071 cites W1986314191 @default.
- W2983177071 cites W2163083225 @default.
- W2983177071 doi "https://doi.org/10.1088/1757-899x/650/1/012035" @default.
- W2983177071 hasPublicationYear "2019" @default.
- W2983177071 type Work @default.
- W2983177071 sameAs 2983177071 @default.
- W2983177071 citedByCount "0" @default.
- W2983177071 crossrefType "journal-article" @default.
- W2983177071 hasAuthorship W2983177071A5021451892 @default.
- W2983177071 hasAuthorship W2983177071A5057289640 @default.
- W2983177071 hasBestOaLocation W29831770711 @default.
- W2983177071 hasConcept C11312509 @default.
- W2983177071 hasConcept C120665830 @default.
- W2983177071 hasConcept C121332964 @default.
- W2983177071 hasConcept C126950237 @default.
- W2983177071 hasConcept C127413603 @default.
- W2983177071 hasConcept C12839126 @default.
- W2983177071 hasConcept C171146098 @default.
- W2983177071 hasConcept C192562407 @default.
- W2983177071 hasConcept C2781355719 @default.
- W2983177071 hasConcept C2992072480 @default.
- W2983177071 hasConcept C48460631 @default.
- W2983177071 hasConcept C52121051 @default.
- W2983177071 hasConcept C66938386 @default.
- W2983177071 hasConceptScore W2983177071C11312509 @default.
- W2983177071 hasConceptScore W2983177071C120665830 @default.
- W2983177071 hasConceptScore W2983177071C121332964 @default.
- W2983177071 hasConceptScore W2983177071C126950237 @default.
- W2983177071 hasConceptScore W2983177071C127413603 @default.
- W2983177071 hasConceptScore W2983177071C12839126 @default.
- W2983177071 hasConceptScore W2983177071C171146098 @default.
- W2983177071 hasConceptScore W2983177071C192562407 @default.
- W2983177071 hasConceptScore W2983177071C2781355719 @default.
- W2983177071 hasConceptScore W2983177071C2992072480 @default.
- W2983177071 hasConceptScore W2983177071C48460631 @default.
- W2983177071 hasConceptScore W2983177071C52121051 @default.
- W2983177071 hasConceptScore W2983177071C66938386 @default.
- W2983177071 hasLocation W29831770711 @default.
- W2983177071 hasOpenAccess W2983177071 @default.
- W2983177071 hasPrimaryLocation W29831770711 @default.
- W2983177071 hasRelatedWork W2051642754 @default.
- W2983177071 hasRelatedWork W2076284010 @default.
- W2983177071 hasRelatedWork W2363202238 @default.
- W2983177071 hasRelatedWork W2364247026 @default.
- W2983177071 hasRelatedWork W2364547204 @default.
- W2983177071 hasRelatedWork W2374194485 @default.
- W2983177071 hasRelatedWork W2374631680 @default.
- W2983177071 hasRelatedWork W2378112129 @default.
- W2983177071 hasRelatedWork W2382925371 @default.
- W2983177071 hasRelatedWork W2384808550 @default.
- W2983177071 hasVolume "650" @default.
- W2983177071 isParatext "false" @default.
- W2983177071 isRetracted "false" @default.
- W2983177071 magId "2983177071" @default.
- W2983177071 workType "article" @default.