Nalazite se na CroRIS probnoj okolini. Ovdje evidentirani podaci neće biti pohranjeni u Informacijskom sustavu znanosti RH. Ako je ovo greška, CroRIS produkcijskoj okolini moguće je pristupi putem poveznice www.croris.hr
izvor podataka: crosbi !

Accuracy of trigonometric heighting and monitoring the vertical displacements (CROSBI ID 151189)

Prilog u časopisu | stručni rad

Kovačič, Boštjan ; Kamnik, Rok Accuracy of trigonometric heighting and monitoring the vertical displacements // International journal for engineering modelling, 20 (2007), 1-4; 77-84

Podaci o odgovornosti

Kovačič, Boštjan ; Kamnik, Rok

engleski

Accuracy of trigonometric heighting and monitoring the vertical displacements

A lot has been written and said about the measuring of displacements and deformations of structures. This article introduces displacement measurements on the largest viaduct in Slovenia, and an analysis of the results, with particular stress on the accuracy of the calculations. Today there are a lot of sophisticated methods to measure and analyse a bridge during load tests as GPS, photogrammetric measurements, laser scanning, levelling with digital or laser levels, etc. Nevertheless, the use of classical techniques such as trigonometric heighting is still suitable enough for the most demanding field observations and demanded accuracy. In this article the most optimal accuracy for the needs of load tests is presented, the method of trigonometrical heighting is discussed in details as well as the example of its usage on the largest Slovene viaduct Crni Kal.

trigonometric heights; vertical displacement; accuracy

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

Podaci o izdanju

20 (1-4)

2007.

77-84

objavljeno

1330-1365

Povezanost rada

Geodezija

Indeksiranost