| Attributes | Values |
|---|
| rdf:type
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| Description
| - Sliding joint is effective method to decrease the stress in foundation structure in case of horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). Convenient material for sliding joint is bitumen asphalt belt. Experiments for different types of bitumen belts passed at Faculty of Civil Engineering - VSB TU Ostrava in 2008. This year extended experiments are in progress and the shear resistance of slide joint is tested as a function of temperature in air-conditioned room. In the paper experiment results of temperature dependant shear resistance will be presented. The result of the experiments should be the sliding joint shear resistance as a function of deformation velocity and the temperature. This relation is used for numerical analysis of stress/strain relation between foundation structure and subsoil. Using rheological slide joint could lead to decreasing of the reinforcement amount and contribute to higher reliability of foundation structure and thus enable to design more durable and sustainable building structures.
- Sliding joint is effective method to decrease the stress in foundation structure in case of horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). Convenient material for sliding joint is bitumen asphalt belt. Experiments for different types of bitumen belts passed at Faculty of Civil Engineering - VSB TU Ostrava in 2008. This year extended experiments are in progress and the shear resistance of slide joint is tested as a function of temperature in air-conditioned room. In the paper experiment results of temperature dependant shear resistance will be presented. The result of the experiments should be the sliding joint shear resistance as a function of deformation velocity and the temperature. This relation is used for numerical analysis of stress/strain relation between foundation structure and subsoil. Using rheological slide joint could lead to decreasing of the reinforcement amount and contribute to higher reliability of foundation structure and thus enable to design more durable and sustainable building structures. (en)
- Sliding joint is effective method to decrease the stress in foundation structure in case of horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). Convenient material for sliding joint is bitumen asphalt belt. Experiments for different types of bitumen belts passed at Faculty of Civil Engineering - VSB TU Ostrava in 2008. This year extended experiments are in progress and the shear resistance of slide joint is tested as a function of temperature in air-conditioned room. In the paper experiment results of temperature dependant shear resistance will be presented. The result of the experiments should be the sliding joint shear resistance as a function of deformation velocity and the temperature. This relation is used for numerical analysis of stress/strain relation between foundation structure and subsoil. Using rheological slide joint could lead to decreasing of the reinforcement amount and contribute to higher reliability of foundation structure and thus enable to design more durable and sustainable building structures. (cs)
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| Title
| - Sliding joints as effective tool for stress elimination caused by horizontal deformation
- Sliding joints as effective tool for stress elimination caused by horizontal deformation (en)
- Sliding joints as effective tool for stress elimination caused by horizontal deformation (cs)
|
| skos:prefLabel
| - Sliding joints as effective tool for stress elimination caused by horizontal deformation
- Sliding joints as effective tool for stress elimination caused by horizontal deformation (en)
- Sliding joints as effective tool for stress elimination caused by horizontal deformation (cs)
|
| skos:notation
| - RIV/62304178:_____/12:#0000041!RIV14-MPO-62304178
|
| http://linked.open...avai/predkladatel
| |
| http://linked.open...avai/riv/aktivita
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| http://linked.open...avai/riv/aktivity
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| 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
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| http://linked.open...dnocenehoVysledku
| |
| http://linked.open...ai/riv/idVysledku
| - RIV/62304178:_____/12:#0000041
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| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - rheological properties, bitumen, soli-structure interaction, sliding joint (en)
|
| http://linked.open.../riv/klicoveSlovo
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| http://linked.open...ontrolniKodProRIV
| |
| http://linked.open...v/mistoKonaniAkce
| |
| http://linked.open...i/riv/mistoVydani
| |
| http://linked.open...i/riv/nazevZdroje
| - Concrete in the Low Carbon Era : 8th international conference : final programme and book of abstracts : 9-11 July 2012, Dundee, UK
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| http://linked.open...in/vavai/riv/obor
| |
| http://linked.open...ichTvurcuVysledku
| |
| http://linked.open...cetTvurcuVysledku
| |
| http://linked.open...vavai/riv/projekt
| |
| http://linked.open...UplatneniVysledku
| |
| http://linked.open...iv/tvurceVysledku
| - Čajka, Radim
- Janulíková, M.
- Matečková, P.
- Stará, M.
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| http://linked.open...vavai/riv/typAkce
| |
| http://linked.open.../riv/zahajeniAkce
| |
| number of pages
| |
| http://purl.org/ne...btex#hasPublisher
| |
| https://schema.org/isbn
| |
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