Eccentricity Influence on Bearing Capacity of Subtle Column Using Numerical Analysis and Experimental Verification

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00230520" target="_blank" >RIV/68407700:21110/15:00230520 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21720/15:00230520
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Eccentricity Influence on Bearing Capacity of Subtle Column Using Numerical Analysis and Experimental Verification
Original language description
Paper presents influence of eccentricity on bearing capacity of subtle column based on high performance composites. Columns from high performance concrete (HPC) were loaded using numerical simulations with different eccentricity of load. Atena Engineering finite element software for nonlinear analysis of structures were used for numerical simulations. Paper presents results from numerical modeling together with results from experimental verification. This tested column is part of new optimized subtle precast construction system, which is designed for construction of buildings in passive or zero-energy standard. Advantages of this system are material and also energy savings during production, transport, manipulation and construction on building site.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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