Subsidence Observation of Experimental Post-tensioned Concrete Industrial Floor Model in the Course of Load Test
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F15%3A86093688" target="_blank" >RIV/61989100:27120/15:86093688 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Subsidence Observation of Experimental Post-tensioned Concrete Industrial Floor Model in the Course of Load Test
Popis výsledku v původním jazyce
Concrete industrial floors are becoming a very important part of the modern construction industry. Today there are many types and technical solutions of concrete floors. These assertions are supported by the existence of specialized companies with theirown sophisticated technology. The risk of floor failure is successfully reduced by post-tensioned concrete technology. The paper presents the process of a static load test on a post-tensioned concrete industrial floor model. The experimental model was designed as a cutout of a post-tensioned concrete industrial floor, and the static load test was conceived as a simulation of loading by base plate of a heavy rack. During the static load test, measurements focused on observation of subsidence. The experimental measurement results are presented in this paper. The described static load test was part of a series of experiments focusing on the matter of the interaction between concrete structures and subsoil and was realized at the Faculty of
Název v anglickém jazyce
Subsidence Observation of Experimental Post-tensioned Concrete Industrial Floor Model in the Course of Load Test
Popis výsledku anglicky
Concrete industrial floors are becoming a very important part of the modern construction industry. Today there are many types and technical solutions of concrete floors. These assertions are supported by the existence of specialized companies with theirown sophisticated technology. The risk of floor failure is successfully reduced by post-tensioned concrete technology. The paper presents the process of a static load test on a post-tensioned concrete industrial floor model. The experimental model was designed as a cutout of a post-tensioned concrete industrial floor, and the static load test was conceived as a simulation of loading by base plate of a heavy rack. During the static load test, measurements focused on observation of subsidence. The experimental measurement results are presented in this paper. The described static load test was part of a series of experiments focusing on the matter of the interaction between concrete structures and subsoil and was realized at the Faculty of
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2015
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Proceedings of the international conferences : ACS'15, CSECS'15, MCBE'15, EMESEG'15, WHH'15, ASM'15, EET'15, STACH'15, MIMAM'15 : Konya, Turkey, May 20-22, 2015
ISBN
978-1-61804-310-8
ISSN
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e-ISSN
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Počet stran výsledku
5
Strana od-do
58-62
Název nakladatele
WSEAS Press
Místo vydání
[Turecko]
Místo konání akce
Konya
Datum konání akce
20. 5. 2015
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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