Dynamic Component Load Of The Prebricated Panels During Their

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU126980" target="_blank" >RIV/00216305:26110/18:PU126980 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.272.82" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/SSP.272.82</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.272.82" target="_blank" >10.4028/www.scientific.net/SSP.272.82</a>

Result language
angličtina
Original language name
Dynamic Component Load Of The Prebricated Panels During Their
Original language description
Prefabricated panels are handled by various types of crane during the assembly (bridge crane in the production hall and construction crane on site). The panel is loaded with inertial forces during manipulation caused by crane's starting and breaking movement. These forces significantly affect the design of the transport system (anchors, ropes, etc. In literature there are different values of dynamic coefficient for different types of crane. In the experiment, the magnitude of the force in the crane hinge was measured during the handling of various panel types in the production hall and during the construction site installation. The static value of the force size was determined at the moment when the panel freely hanged on crane hinge. The measured values are further compared with the manufacturer’s recommendation for the design of the transport anchors
Czech name
—
Czech description
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Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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