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| rdf:type
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| Description
| - Based on the research and design activities conducted at Brno University of Technology, Czech Republic, this paper deals with basic information on problems of design and actual behaviour of the selected all-FRP structural components for civil engineering. In particular, the recorded experimental studies are focused mainly on the design assessment of fibre-glass grid flooring components. The design criteria for structural FRP parts of load bearing systems should verify especially the final displacements. Thus, in general, the ultimate limit state of structural system is not only the problem of ultimate strength but namely the problem of accordant final displacements. The analysis of test results gives data for the verification of numerical modelling and for the checking of conventional design criteria. Considering the specific character of structural all-FRP systems, for the structural design the recognition of the deflection advancement can be decisive.
- Based on the research and design activities conducted at Brno University of Technology, Czech Republic, this paper deals with basic information on problems of design and actual behaviour of the selected all-FRP structural components for civil engineering. In particular, the recorded experimental studies are focused mainly on the design assessment of fibre-glass grid flooring components. The design criteria for structural FRP parts of load bearing systems should verify especially the final displacements. Thus, in general, the ultimate limit state of structural system is not only the problem of ultimate strength but namely the problem of accordant final displacements. The analysis of test results gives data for the verification of numerical modelling and for the checking of conventional design criteria. Considering the specific character of structural all-FRP systems, for the structural design the recognition of the deflection advancement can be decisive. (en)
- Based on the research and design activities conducted at Brno University of Technology, Czech Republic, this paper deals with basic information on problems of design and actual behaviour of the selected all-FRP structural components for civil engineering. In particular, the recorded experimental studies are focused mainly on the design assessment of fibre-glass grid flooring components. The design criteria for structural FRP parts of load bearing systems should verify especially the final displacements. Thus, in general, the ultimate limit state of structural system is not only the problem of ultimate strength but namely the problem of accordant final displacements. The analysis of test results gives data for the verification of numerical modelling and for the checking of conventional design criteria. Considering the specific character of structural all-FRP systems, for the structural design the recognition of the deflection advancement can be decisive. (cs)
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| Title
| - On design and experimental verification of actual behaviour of selected all-FRP structural components for civil engineering
- On design and experimental verification of actual behaviour of selected all-FRP structural components for civil engineering (en)
- On design and experimental verification of actual behaviour of selected all-FRP structural components for civil engineering (cs)
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| skos:prefLabel
| - On design and experimental verification of actual behaviour of selected all-FRP structural components for civil engineering
- On design and experimental verification of actual behaviour of selected all-FRP structural components for civil engineering (en)
- On design and experimental verification of actual behaviour of selected all-FRP structural components for civil engineering (cs)
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| skos:notation
| - RIV/00216305:26110/07:PU72643!RIV08-MSM-26110___
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| http://linked.open.../vavai/riv/strany
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| http://linked.open...avai/riv/aktivita
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| http://linked.open...avai/riv/aktivity
| - P(1M0579), P(GA103/05/0417), P(GA103/05/2059)
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| http://linked.open...vai/riv/dodaniDat
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| http://linked.open...aciTvurceVysledku
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| http://linked.open.../riv/druhVysledku
| |
| http://linked.open...iv/duvernostUdaju
| |
| http://linked.open...titaPredkladatele
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| http://linked.open...dnocenehoVysledku
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| http://linked.open...ai/riv/idVysledku
| - RIV/00216305:26110/07:PU72643
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| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - design, experimental verification, actual behaviour, all-FRP structural components (en)
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| http://linked.open.../riv/klicoveSlovo
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| http://linked.open...ontrolniKodProRIV
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| http://linked.open...v/mistoKonaniAkce
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| http://linked.open...i/riv/mistoVydani
| |
| http://linked.open...i/riv/nazevZdroje
| - Proceedings of the Asia-Pacific Conference on FRP in Structures - APFIS 2007
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| http://linked.open...in/vavai/riv/obor
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| http://linked.open...ichTvurcuVysledku
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| http://linked.open...cetTvurcuVysledku
| |
| http://linked.open...vavai/riv/projekt
| |
| http://linked.open...UplatneniVysledku
| |
| http://linked.open...iv/tvurceVysledku
| - Karmazínová, Marcela
- Melcher, Jindřich
- Filip, 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
| - The University of Hong Kong / Int. Institute for FRP in Construction
|
| https://schema.org/isbn
| |
| http://localhost/t...ganizacniJednotka
| |
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