Influence of External Conditions During Static Load Test of Steel Suspension Footbridge
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0201046" target="_blank" >RIV/00216305:26110/26:0201046 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.1007/978-3-032-12070-0_14" target="_blank" >http://dx.doi.org/10.1007/978-3-032-12070-0_14</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-032-12070-0_14" target="_blank" >10.1007/978-3-032-12070-0_14</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Influence of External Conditions During Static Load Test of Steel Suspension Footbridge
Popis výsledku v původním jazyce
The paper describes the basic technical parameters of the steel structure of a suspension footbridge and its spatial location in the terrain with respect to the influ-ence of external conditions. It also describes the static load test procedure, method of load application, load conditions, time context and changes in external conditions. The consistency of the geodetic monitoring results with the expected model values was evaluated. Degree of influence of external conditions on the steel structure of a suspension footbridge from geodetic measurements of the spatial changes without load under conditions similar to those of a static load test was determined. Rela-tionship between the magnitude of the deformation due to external conditions only and the total deformation under load was evaluated. The problem of implementing corrections for the influence of external conditions is discussed.
Název v anglickém jazyce
Influence of External Conditions During Static Load Test of Steel Suspension Footbridge
Popis výsledku anglicky
The paper describes the basic technical parameters of the steel structure of a suspension footbridge and its spatial location in the terrain with respect to the influ-ence of external conditions. It also describes the static load test procedure, method of load application, load conditions, time context and changes in external conditions. The consistency of the geodetic monitoring results with the expected model values was evaluated. Degree of influence of external conditions on the steel structure of a suspension footbridge from geodetic measurements of the spatial changes without load under conditions similar to those of a static load test was determined. Rela-tionship between the magnitude of the deformation due to external conditions only and the total deformation under load was evaluated. The problem of implementing corrections for the influence of external conditions is discussed.
Klasifikace
Druh
C - Kapitola v odborné knize
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2026
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název knihy nebo sborníku
Springer Proceedings in Earth and Environmental Sciences, Contributions to International Conferences on Engineering Surveying
ISBN
9783032120694
Počet stran výsledku
13
Strana od-do
167-179
Počet stran knihy
214
Název nakladatele
Springer Nature Switzerland
Místo vydání
Cham
Kód UT WoS kapitoly
—