| Attributes | Values |
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| rdf:type
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| Description
| - Application of sliding joints in the foundation structure is an effective method for reducing friction forces between the foundation and the subsoil and thus helps to reduce the physical and financial costs of the building. Sliding joints are usually formed molten or lying freely in the buffer asphalt belts concrete layer, poured asphalt or plastic sheeting. The accuracy of the draft rheological sliding joints depends primarily on knowledge of the mechanical response of the material used for long-acting shear load. Due to the wide spectrum of modern materials and their ignorance of the mechanical response to shear load was for the purpose of construction VSB faculty assembled their own measurement equipment and air condition for the impact of ambient temperature. Currently, there is much constant measurements are carried out so that they can be used for the results of numerical modelling of interaction between the foundation and the subsoil. Interaction with the foundation soil can be solved eg using knowledge of the parameters for vertical and horizontal soil resistance using computer programs that allow you to comment on the influence of soil structure solved the underlying surface model. Another good alternative solutions are just numerical models incorporating viscoelastic properties of asphalt or modelling using contact elements. Long-term goal of this research is to update the existing computational methods for the design of sliding joints, find a computational model of the most relevant facts and gradually tune out all the possible shortcomings, in order to convert the method into practice.
- Application of sliding joints in the foundation structure is an effective method for reducing friction forces between the foundation and the subsoil and thus helps to reduce the physical and financial costs of the building. Sliding joints are usually formed molten or lying freely in the buffer asphalt belts concrete layer, poured asphalt or plastic sheeting. The accuracy of the draft rheological sliding joints depends primarily on knowledge of the mechanical response of the material used for long-acting shear load. Due to the wide spectrum of modern materials and their ignorance of the mechanical response to shear load was for the purpose of construction VSB faculty assembled their own measurement equipment and air condition for the impact of ambient temperature. Currently, there is much constant measurements are carried out so that they can be used for the results of numerical modelling of interaction between the foundation and the subsoil. Interaction with the foundation soil can be solved eg using knowledge of the parameters for vertical and horizontal soil resistance using computer programs that allow you to comment on the influence of soil structure solved the underlying surface model. Another good alternative solutions are just numerical models incorporating viscoelastic properties of asphalt or modelling using contact elements. Long-term goal of this research is to update the existing computational methods for the design of sliding joints, find a computational model of the most relevant facts and gradually tune out all the possible shortcomings, in order to convert the method into practice. (en)
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| Title
| - Numerical modeling of fundation structures with sliding joints
- Numerical modeling of fundation structures with sliding joints (en)
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| skos:prefLabel
| - Numerical modeling of fundation structures with sliding joints
- Numerical modeling of fundation structures with sliding joints (en)
|
| skos:notation
| - RIV/61989100:27120/12:86083427!RIV13-MSM-27120___
|
| http://linked.open...avai/predkladatel
| |
| http://linked.open...avai/riv/aktivita
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| http://linked.open...avai/riv/aktivity
| |
| http://linked.open...vai/riv/dodaniDat
| |
| http://linked.open...aciTvurceVysledku
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| http://linked.open.../riv/druhVysledku
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| http://linked.open...iv/duvernostUdaju
| |
| http://linked.open...titaPredkladatele
| |
| http://linked.open...dnocenehoVysledku
| |
| http://linked.open...ai/riv/idVysledku
| - RIV/61989100:27120/12:86083427
|
| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - modelling of foundation struc-tures; shear response; foundation-soil interaction; asphalt belts; Sliding joints (en)
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| http://linked.open.../riv/klicoveSlovo
| |
| http://linked.open...ontrolniKodProRIV
| |
| http://linked.open...v/mistoKonaniAkce
| |
| http://linked.open...i/riv/mistoVydani
| |
| http://linked.open...i/riv/nazevZdroje
| - Proceedings of the 9th FIB International PhD Symposium in Civil Engineering : Karlsruhe Institute of Technology (KIT), 22-25 July 2012, Karlsruhe, Germany
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| http://linked.open...in/vavai/riv/obor
| |
| http://linked.open...ichTvurcuVysledku
| |
| http://linked.open...cetTvurcuVysledku
| |
| http://linked.open...UplatneniVysledku
| |
| http://linked.open...iv/tvurceVysledku
| - Janulíková, Martina
- Stará, Marie
|
| http://linked.open...vavai/riv/typAkce
| |
| http://linked.open.../riv/zahajeniAkce
| |
| number of pages
| |
| http://purl.org/ne...btex#hasPublisher
| - KIT Scientific Publishing
|
| https://schema.org/isbn
| |
| http://localhost/t...ganizacniJednotka
| |
| is http://linked.open...avai/riv/vysledek
of | |
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