THE TOPOGRAPHICAL ANALYSIS CONCERNING THE VERTICAL MOVEMENT OF A ROAD BRIDGE UNDER LOAD

C. Arsene Faculty of Constructions, Technical University Cluj-Napoca, 72 Observatorului Street, Cluj- Napoca, Romania
M. V. Ortelecan Faculty of Horticulture, University of Agricultural Sciences and Veterinary Medicine Cluj-Napoca, 3-5 Mănăştur Street, Cluj-Napoca, Romania
T. Salagean Faculty of Horticulture, University of Agricultural Sciences and Veterinary Medicine Cluj-Napoca, 3-5 Mănăştur Street, Cluj-Napoca, Romania

DOI: https://doi.org/10.15835/agrisp.v99i3-4.12689

Keywords: Vertical movements, topographic methods

Abstract

The vast majority of our country’s road bridges were built at least three decades ago, faults and alterations being produced over time. To operate safely it is necessary to determine the degree of stability and the precautions needed. This paper presents the analysis of vertical movements for such an bridge, determined by topographic methods in order to establish the proper conditions under which it can be further exploited.

Published

2016-12-04

Issue

Vol. 99 No. 3-4 (2016): AGRICULTURA

Section

Research articles

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