Ανάλυση της μεθοδολογίας της ελεύθερης στάσης και η χρήση της στον έλεγχο μετακινήσεων τεχνικών έργων. Εφαρμογή σε πολυώροφο κτήριο

Abstract

The present thesis refers to the monitoring of the deformations of the adjacent buildings during the construction of the building Athenian Capitol by Charagionis in Julian and 3th September Street in Athens. The building includes a basement Parking of 8 levels, exposure of classic cars and shops. The buildings name is Athenian Capitol The chapters which constitute this particular thesis are the following: Chapter 1 refers to free station. In this chapter it is described in detail the methodology of the free station in the modern total stations and also the mathematical model and the control of accuracy. Chapter 3 deals with resolving application data with the classical methodology of networks. Presents the mathematical model of three-dimensional network and a check movements by this methodology .Finally a comparison of monitoring the movements of the methodology and the free standing three-dimensional network. Chapter 2 refers to the control of the deformations with the free station method. It also refers to the detailed description of the methodology which was applied to monitoring the deformations and the used equipment. Also the methodology was tested for the accuracy of the results. Finally, Chapter 4 includes the conclusions. The suggestions present