A platform for research: civil engineering, architecture and urbanism
Identification of Bearings State on the Bridge Checked by Dynamic Tests
The paper deals with identifying the condition of bearings on a truss bridge with a reinforced concrete bridge deck by means of repeated dynamic tests. Interferometric radar was used to record the dynamic response of the bridge. This device measures the dynamic displacements of several points of the structure simultaneously. In addition to displacements, the values of eigenfrequencies in the vertical direction were also compared. The frequency values were also determined from acceleration records for purposes of comparison.
Identification of Bearings State on the Bridge Checked by Dynamic Tests
The paper deals with identifying the condition of bearings on a truss bridge with a reinforced concrete bridge deck by means of repeated dynamic tests. Interferometric radar was used to record the dynamic response of the bridge. This device measures the dynamic displacements of several points of the structure simultaneously. In addition to displacements, the values of eigenfrequencies in the vertical direction were also compared. The frequency values were also determined from acceleration records for purposes of comparison.
Identification of Bearings State on the Bridge Checked by Dynamic Tests
Katarína Lamperová (author) / Milan Sokol (author) / Bianka Timková (author)
2020
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Compression tests on rubber bridge bearings
Engineering Index Backfile | 1968
|Building settlement checked successfully
Engineering Index Backfile | 1939
|Pavement scaling successfully checked
Engineering Index Backfile | 1940
|Pavement scaling successfully checked
Engineering Index Backfile | 1941
|Checked list: Pa. county works to take last bridge off repair list
British Library Online Contents | 2010