Detail publikace

Measuring Technology During Reconstruction of Prestressed Gagarin Bridge

BUREŠ, J. KLUSÁČEK, L. NEČAS, R. ŠVÁBENSKÝ, O.

Originální název

Measuring Technology During Reconstruction of Prestressed Gagarin Bridge

Anglický název

Measuring Technology During Reconstruction of Prestressed Gagarin Bridge

Jazyk

en

Originální abstrakt

The paper presents results of the strain-gauge and geodetic monitoring during reconstruction of the prestressed railway bridge construction Gagarin with five spans, commissioned in 1961. The original prestressed construction was reinforced by composite slab-shaped channel with a continuous gravel ballast and free additional prestressing cables. Components of rehabilitation of the substructure were repairs and installation of the new bearings. The construction has been monitored during the single reconstruction stages, including the last phase, the verification loading test.

Anglický abstrakt

The paper presents results of the strain-gauge and geodetic monitoring during reconstruction of the prestressed railway bridge construction Gagarin with five spans, commissioned in 1961. The original prestressed construction was reinforced by composite slab-shaped channel with a continuous gravel ballast and free additional prestressing cables. Components of rehabilitation of the substructure were repairs and installation of the new bearings. The construction has been monitored during the single reconstruction stages, including the last phase, the verification loading test.

Dokumenty

BibTex 


@inproceedings{BUT73549,
  author="Jiří {Bureš} and Ladislav {Klusáček} and Radim {Nečas} and Otakar {Švábenský}",
  title="Measuring Technology During Reconstruction of Prestressed Gagarin Bridge",
  annote="The paper presents results of the strain-gauge and geodetic monitoring during reconstruction of the prestressed railway bridge construction Gagarin with five spans, commissioned in 1961. The original prestressed construction was reinforced by composite slab-shaped channel with a continuous gravel ballast and free additional prestressing cables. Components of rehabilitation of the substructure were repairs and installation of the new bearings. The construction has been monitored during the single reconstruction stages, including the last phase, the verification loading test.",
  address="University of Zagreb",
  booktitle="INGEO 2011 Proceedings of the 5th International Conference on Engineering Surveying",
  chapter="73549",
  edition="1",
  howpublished="print",
  institution="University of Zagreb",
  year="2011",
  month="september",
  pages="229--236",
  publisher="University of Zagreb",
  type="conference paper"
}