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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00219887%21RIV15-MSM-21110___
rdf:type
skos:Concept n15:Vysledek
dcterms:description
The prestressed thin-walled concrete elements enable to bridge relatively large span. These structures are advantageous in economic and environmental way due to their thickness and lower consumption of materials. The bending moments can be effectively influenced by using the pre-stress. However, shear forces can cause unexpected shear cracks and deflection of the structure. A set of experiments were done to monitor the shear cracks. During the experiment the discrete points were monitored. To determine a large number of points, the photogrammetric methods combined with polar method using total station were chosen. The prestressed thin-walled concrete elements enable to bridge relatively large span. These structures are advantageous in economic and environmental way due to their thickness and lower consumption of materials. The bending moments can be effectively influenced by using the pre-stress. However, shear forces can cause unexpected shear cracks and deflection of the structure. A set of experiments were done to monitor the shear cracks. During the experiment the discrete points were monitored. To determine a large number of points, the photogrammetric methods combined with polar method using total station were chosen.
dcterms:title
Monitoring and Evaluation of Prestressed Concrete Element Using Photogrammetric Methods Monitoring and Evaluation of Prestressed Concrete Element Using Photogrammetric Methods
skos:prefLabel
Monitoring and Evaluation of Prestressed Concrete Element Using Photogrammetric Methods Monitoring and Evaluation of Prestressed Concrete Element Using Photogrammetric Methods
skos:notation
RIV/68407700:21110/14:00219887!RIV15-MSM-21110___
n6:aktivita
n14:S n14:P
n6:aktivity
P(GA14-19561S), S
n6:dodaniDat
n8:2015
n6:domaciTvurceVysledku
n13:1904337 n13:4715594 n13:6058914 n13:3296229 n13:2465086
n6:druhVysledku
n12:D
n6:duvernostUdaju
n20:S
n6:entitaPredkladatele
n17:predkladatel
n6:idSjednocenehoVysledku
30363
n6:idVysledku
RIV/68407700:21110/14:00219887
n6:jazykVysledku
n9:eng
n6:klicovaSlova
concrete; shear crack; photogrammetry
n6:klicoveSlovo
n11:shear%20crack n11:photogrammetry n11:concrete
n6:kontrolniKodProRIV
[6758C3AC884E]
n6:mistoKonaniAkce
Albena
n6:mistoVydani
Sofia
n6:nazevZdroje
14th International Multidisciplinary Scientific Geoconference SGEM 2014, Conference Proceedings vol. III
n6:obor
n7:JN
n6:pocetDomacichTvurcuVysledku
5
n6:pocetTvurcuVysledku
5
n6:projekt
n18:GA14-19561S
n6:rokUplatneniVysledku
n8:2014
n6:tvurceVysledku
Urban, Rudolf Braun, Jaroslav Štroner, Martin Vráblík, Lukáš Hamouz, Jan
n6:typAkce
n19:WRD
n6:zahajeniAkce
2014-06-17+02:00
s:issn
1314-2704
s:numberOfPages
8
n4:hasPublisher
STEF92 Technology Ltd.
n16:isbn
978-619-7105-12-4
n21:organizacniJednotka
21110