Detail publikačního výsledku

Geodetic Monitoring of Bridge Structures in Operation

BÁRTA, L.; BUREŠ, J.; ŠVÁBENSKÝ, O.

Originální název

Geodetic Monitoring of Bridge Structures in Operation

Anglický název

Geodetic Monitoring of Bridge Structures in Operation

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

This paper deals with the monitoring of vertical displacements and deformation of large concrete bridge objects. The subject of geodetic monitoring was the substructure and bearing structure of two parallel bridges. The length of each bridge is 700 m. The substructure consists of 15 supports. The heights of the pillars are up to 30 m. Six stages of measurements covering 6 years were processed. The measurement technology was designed with respect to the specific influence of the external environment and traffic on the measuring system itself when measuring the points of the reference system, the points at the heels of the bridge pillars, the points at the supports and the point at the ledges of the load-bearing. The aim is to analyze vertical displacements and deformation of the monitored bridge object in relation to the estimation of temperature states of the object in individual phases of measurement.

Anglický abstrakt

This paper deals with the monitoring of vertical displacements and deformation of large concrete bridge objects. The subject of geodetic monitoring was the substructure and bearing structure of two parallel bridges. The length of each bridge is 700 m. The substructure consists of 15 supports. The heights of the pillars are up to 30 m. Six stages of measurements covering 6 years were processed. The measurement technology was designed with respect to the specific influence of the external environment and traffic on the measuring system itself when measuring the points of the reference system, the points at the heels of the bridge pillars, the points at the supports and the point at the ledges of the load-bearing. The aim is to analyze vertical displacements and deformation of the monitored bridge object in relation to the estimation of temperature states of the object in individual phases of measurement.

Klíčová slova

Bridge, Monitoring, Vertical displacement, Deformation

Klíčová slova v angličtině

Bridge, Monitoring, Vertical displacement, Deformation

Autoři

BÁRTA, L.; BUREŠ, J.; ŠVÁBENSKÝ, O.

Rok RIV

2021

Vydáno

17.11.2020

Nakladatel

Springer Nature Switzerland AG

Místo

Switzerland

ISBN

978-3-030-51952-0

Kniha

Contributions to International Conferences on Engineering Surveying

Edice

Springer Proceedings in Earth and Environmental Sciences

Strany od

198

Strany do

210

Strany počet

13

URL

https://doi.org/10.1007/978-3-030-51953-7_17

BibTex

@inproceedings{BUT166231,
  author="Ladislav {Bárta} and Jiří {Bureš} and Otakar {Švábenský}",
  title="Geodetic Monitoring of Bridge Structures in Operation",
  booktitle="Contributions to International Conferences on Engineering Surveying",
  year="2020",
  series="Springer Proceedings in Earth and Environmental Sciences",
  number="1",
  pages="198--210",
  publisher="Springer Nature Switzerland AG",
  address="Switzerland",
  doi="10.1007/978-3-030-51953-7\{_}17",
  isbn="978-3-030-51952-0",
  url="https://doi.org/10.1007/978-3-030-51953-7_17"
}