Geodetic Monitoring of Bridge Structures in Operation

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU137960" target="_blank" >RIV/00216305:26110/20:PU137960 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.1007/978-3-030-51953-7_17" target="_blank" >https://doi.org/10.1007/978-3-030-51953-7_17</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-3-030-51953-7_17" target="_blank" >10.1007/978-3-030-51953-7_17</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Geodetic Monitoring of Bridge Structures in Operation

Popis výsledku v původním jazyce

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.

Název v anglickém jazyce

Geodetic Monitoring of Bridge Structures in Operation

Popis výsledku anglicky

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.

Druh

C - Kapitola v odborné knize

CEP obor

—

OECD FORD obor

10511 - Environmental sciences (social aspects to be 5.7)

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2020

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název knihy nebo sborníku

Contributions to International Conferences on Engineering Surveying

ISBN

978-3-030-51952-0

Počet stran výsledku

13

Strana od-do

198-210

Počet stran knihy

318

Název nakladatele

Springer Nature Switzerland AG

Místo vydání

Switzerland

Kód UT WoS kapitoly

—