PELZER’S METHOD

Authors

  • Kornelija Ristić Republička uprava za geodetske i imovinsko pravne poslove, Banja Luka, Republika Srpska
  • Jovana Jović Republička uprava za geodetske i imovinsko pravne poslove, Banja Luka, Republika Srpska

DOI:

https://doi.org/10.59417/nir.2012.2.199

Keywords:

object deformations, geodetic strain analysis methods, geodetic network, stability of the structure

Abstract

Due to changes on the ground (landslides or movement of the earth's crust), during construction or exploitation of the building there is a change in the structure of the facility and its surroundings, ie. deformation of the object which is undermines its stability. This work presents a practical example of stability studies of a residenti- al building in the city of Banja Luka using Pelzer’s method as one method of strain analysis. This method is based   on coordinates (height) points compatibility testing, adjustment of measurement times.

References

Aleksić, I i Mihailović, K. (2008). Koncepti mreža u geodetskom premeru. Beograd: Geokarta. [2] Ašanin, S. (2003). Inženjerska geodezija 1. Beograd: Ageo.

Božić, B. (2008). Teorija grešaka geodetskih merenja. Beograd.

Božić, B. (2012). Račun izravnanja 2. Beograd.

Božić, B. (2012). Račun izravnanja – napredni kurs. Beograd.

Gospavić, Z. i dr. (2007). Zbirka odabranih zadataka iz inženjerske geodezije. Beograd: Geokarta.

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Published

01-12-2012

How to Cite

Ristić, Kornelija, and Jovana Jović. 2012. “PELZER’S METHOD”. NIR 1 (2):199. https://doi.org/10.59417/nir.2012.2.199.

Issue

No. 2 (2012): NIR

Section

Articles

License

Copyright (c) 2012 NIR

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.