SGIS – Četrnaesto međunarodno naučno-stručno savetovanje „Ocenja stanja, održavanje i sanacija građevinskih objekata“ – Zbornik II (2026) [236-245]
AUTHOR(S) / АУТОР(И): Slobodan Ranković 
, Milovan Stanojev , Radomir Folić , Branko Ranković
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DOI: https://doi.org/10.46793/SGIS26e.236R
ABSTRACT / САЖЕТАК:
This paper presents the results of testing dynamic parameters on the example of the newly built pedestrian bridge in Knjaževac. For different constellations of dynamic test load, measurements of dynamic deflection, acceleration and dilatation were performed and analysis of the obtained results was done using appropriate software. It was concluded that with the fulfillment of the conditions regarding the limit frequencies, in most cases, the static load capacity and usability of the pedestrian bridge are fully satisfied.
KEYWORDS / КЉУЧНЕ РЕЧИ:
pedestrian bridges, dynamic parameters, testing
ACKNOWLEDGEMENT / ПРОЈЕКАТ:
REFERENCES /ЛИТЕРАТУРA:
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