Pregled bibliografske jedinice broj: 200926
Deformation monitoring of the bridges by conventional and GPS methods
Deformation monitoring of the bridges by conventional and GPS methods // Modern management of Mine Producing, Geology and Environmental Protection / International Organizing Committee SGEM 2005 (ur.).
Sofija, 2005. str. 595-603 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 200926 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Deformation monitoring of the bridges by conventional and GPS methods
Autori
Kapović, Zdravko ; Novaković, Gorana ; Paar, Rinaldo
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Modern management of Mine Producing, Geology and Environmental Protection
/ International Organizing Committee SGEM 2005 - Sofija, 2005, 595-603
Skup
International Scientific Conference SGEM 2005.
Mjesto i datum
Varna, Bugarska, 13.06.2005. - 17.06.2005
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
geodezija; mostovi; praćenje deformacija; statički test opterećenja
(geodesy; bridges; deformation monitoring; a static load test)
Sažetak
The subjects of deformation monitoring are either natural objects such as ground deformation due to mining exploitation, withdrawal of oil or underground water, active tectonic plate boundaries, glacier movements etc., or the man-made objects such as dams, bridges, tunnels and other complex engineering structures. The results of deformation monitoring are directly relevant to the safety of human life and environment protection. The bridges are very important subjects in the field of infrastructure menagement. Stability and reliability of a bridge is an imperative so that regular inspection and monitoring of the structure are needed. Determination of bridge deformations employs different geodetic and non-geodetic methods and instrumentation, according to requested deformation parameters and precision of results. There are various theoretical hypotheses on the behaviour of the structure and therefore different tests have to be done. In this paper a static load test of three bridges in Croatia is presented. The purpose of this test is to empirically quantify the load capacity of the structure, i.e., to verify the predicted load deformation response of a bridge. The results of load testing were obtained by conventional (terrestrial) and satellite (GPS) deformation survey methods.
Izvorni jezik
Engleski
Znanstvena područja
Geodezija
