| Attributes | Values |
|---|
| rdf:type
| |
| Description
| - During the revitalization of masonry structures the post tensioning of masonry structure is used frequently for improving the structural mechanical properties. Masonry is heterogeneous material with varied material properties, in older buildings affected with different type of damage and that is why in engineering practice the intensity of pre-stressing is often designed according to engineering judgment of the designer. At VSB – Technical University of Ostrava unique equipment was designed for experimental testing of tri-axial state of stress and strain of pre-stressed masonry corner. Plan dimensions of the tested corner are 900 x 900 mm, the thickness of the wall is 450 mm and the height is 900 mm. In the paper experiment results of pilot measurement are presented. Possible ways of mathematical modeling are indicated.
- During the revitalization of masonry structures the post tensioning of masonry structure is used frequently for improving the structural mechanical properties. Masonry is heterogeneous material with varied material properties, in older buildings affected with different type of damage and that is why in engineering practice the intensity of pre-stressing is often designed according to engineering judgment of the designer. At VSB – Technical University of Ostrava unique equipment was designed for experimental testing of tri-axial state of stress and strain of pre-stressed masonry corner. Plan dimensions of the tested corner are 900 x 900 mm, the thickness of the wall is 450 mm and the height is 900 mm. In the paper experiment results of pilot measurement are presented. Possible ways of mathematical modeling are indicated. (en)
- During the revitalization of masonry structures the post tensioning of masonry structure is used frequently for improving the structural mechanical properties. Masonry is heterogeneous material with varied material properties, in older buildings affected with different type of damage and that is why in engineering practice the intensity of pre-stressing is often designed according to engineering judgment of the designer. At VSB – Technical University of Ostrava unique equipment was designed for experimental testing of tri-axial state of stress and strain of pre-stressed masonry corner. Plan dimensions of the tested corner are 900 x 900 mm, the thickness of the wall is 450 mm and the height is 900 mm. In the paper experiment results of pilot measurement are presented. Possible ways of mathematical modeling are indicated. (cs)
|
| Title
| - Testing of pre-stressed masonry corner for tri-axial stress-strain analysis
- Testing of pre-stressed masonry corner for tri-axial stress-strain analysis (en)
- Testing of pre-stressed masonry corner for tri-axial stress-strain analysis (cs)
|
| skos:prefLabel
| - Testing of pre-stressed masonry corner for tri-axial stress-strain analysis
- Testing of pre-stressed masonry corner for tri-axial stress-strain analysis (en)
- Testing of pre-stressed masonry corner for tri-axial stress-strain analysis (cs)
|
| skos:notation
| - RIV/62304178:_____/12:#0000043!RIV14-MPO-62304178
|
| http://linked.open...avai/riv/aktivita
| |
| http://linked.open...avai/riv/aktivity
| |
| http://linked.open...vai/riv/dodaniDat
| |
| http://linked.open...aciTvurceVysledku
| |
| http://linked.open.../riv/druhVysledku
| |
| http://linked.open...iv/duvernostUdaju
| |
| http://linked.open...titaPredkladatele
| |
| http://linked.open...dnocenehoVysledku
| |
| http://linked.open...ai/riv/idVysledku
| - RIV/62304178:_____/12:#0000043
|
| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - FEM analysis, post tensioning, masonry (en)
|
| 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
| - Life-cycle and sustainability of civil infrastructure systems : proceedings of the Third International Symposium on Life-Cycle Civil Engineering : Hofburg Palace, Vienna, Austria, 3-6 October 2012
|
| 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.
|
| http://linked.open...vavai/riv/typAkce
| |
| http://linked.open.../riv/zahajeniAkce
| |
| number of pages
| |
| http://purl.org/ne...btex#hasPublisher
| |
| https://schema.org/isbn
| |
![[RDF Data]](/fct/images/sw-rdf-blue.png)
![[cxml]](/fct/images/cxml_doc.png)
![[csv]](/fct/images/csv_doc.png)
![[text]](/fct/images/ntriples_doc.png)
![[turtle]](/fct/images/n3turtle_doc.png)
![[ld+json]](/fct/images/jsonld_doc.png)
![[rdf+json]](/fct/images/json_doc.png)
![[rdf+xml]](/fct/images/xml_doc.png)
![[atom+xml]](/fct/images/atom_doc.png)
![[html]](/fct/images/html_doc.png)