| Attributes | Values |
|---|
| rdf:type
| |
| Description
| - Vlivem nesilových cyklických účinků způsobených teplotou a vlhkostí dochází u kamenných mostních konstrukcí k deformacím, postupnému nárůstu trvalých deformací, k rozvoji trhlin a následné dezintegraci kamenného zdiva mostních kleneb. Teoretická analýza napjatosti a deformace kamenné mostní konstrukce způsobené nesilovými účinky a monitorování in-situ deformačních změn poprsních zdí a mostních kleneb historické konstrukce Karlova mostu (z poloviny 14. století) prokázaly odezvu a nárůst trvalých deformací a narušování kamenné mostní konstrukce účinkem změny teploty a vlhkosti. Chování kamenné mostní konstrukce je významně ovlivněno interakcí klenbové mostní konstrukce s výplní mostního tělesa při působení uvedených nesilových účinků. Zvláštní pozornost je třeba věnovat rozpěrnému účinku výplňových vrstev na kamennou mostní konstrukci. (cs)
- Due to non-stress cyclic effects of temperature and moisture, stone bridge structures are subjected to deformations, a gradual growth in permanent deformations, crack development and subsequent disintegration of the stone masonry of bridge vaults. A theoretical analysis of the stress-state and deformations of the stone bridge structure caused by non-stress effects and the in-situ monitoring of deformation changes of the breast walls and the bridge vaults of the historic structure of Charles Bridge manifested a response and a growth in permanent deformations and disintegration of the stone bridge structure due to the effects of temperature and moisture changes. The behaviour of the stone bridge structure is significantly affected by the interaction of the vault bridge structure with the bridge body filler when exposed to the above-mentioned non-stress effects. Special attention must be focused on the spacing effect of the filling layers on the stone bridge structure.
- Due to non-stress cyclic effects of temperature and moisture, stone bridge structures are subjected to deformations, a gradual growth in permanent deformations, crack development and subsequent disintegration of the stone masonry of bridge vaults. A theoretical analysis of the stress-state and deformations of the stone bridge structure caused by non-stress effects and the in-situ monitoring of deformation changes of the breast walls and the bridge vaults of the historic structure of Charles Bridge manifested a response and a growth in permanent deformations and disintegration of the stone bridge structure due to the effects of temperature and moisture changes. The behaviour of the stone bridge structure is significantly affected by the interaction of the vault bridge structure with the bridge body filler when exposed to the above-mentioned non-stress effects. Special attention must be focused on the spacing effect of the filling layers on the stone bridge structure. (en)
|
| Title
| - The Analysis Of Non-Stress Effects On Historical Stone Bridge Structures (Monitoring, Theoretical Analysis, Maintenance)
- The Analysis Of Non-Stress Effects On Historical Stone Bridge Structures (Monitoring, Theoretical Analysis, Maintenance) (en)
- The Analysis Of Non-Stress Effects On Historical Stone Bridge Structures (Monitoring, Theoretical Analysis, Maintenance) (cs)
|
| skos:prefLabel
| - The Analysis Of Non-Stress Effects On Historical Stone Bridge Structures (Monitoring, Theoretical Analysis, Maintenance)
- The Analysis Of Non-Stress Effects On Historical Stone Bridge Structures (Monitoring, Theoretical Analysis, Maintenance) (en)
- The Analysis Of Non-Stress Effects On Historical Stone Bridge Structures (Monitoring, Theoretical Analysis, Maintenance) (cs)
|
| skos:notation
| - RIV/68407700:21110/07:01142868!RIV08-MSM-21110___
|
| http://linked.open.../vavai/riv/strany
| |
| http://linked.open...avai/riv/aktivita
| |
| http://linked.open...avai/riv/aktivity
| |
| http://linked.open...iv/cisloPeriodika
| |
| 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/68407700:21110/07:01142868
|
| http://linked.open...riv/jazykVysledku
| |
| http://linked.open.../riv/klicovaSlova
| - cyclic effects; disintegration; interaction; moisture; non-stress effects; permanent deformations (en)
|
| http://linked.open.../riv/klicoveSlovo
| |
| http://linked.open...odStatuVydavatele
| |
| http://linked.open...ontrolniKodProRIV
| |
| http://linked.open...i/riv/nazevZdroje
| - Journal of Civil Engineering and Management
|
| http://linked.open...in/vavai/riv/obor
| |
| http://linked.open...ichTvurcuVysledku
| |
| http://linked.open...cetTvurcuVysledku
| |
| http://linked.open...UplatneniVysledku
| |
| http://linked.open...v/svazekPeriodika
| |
| http://linked.open...iv/tvurceVysledku
| - Witzany, Jiří
- Zigler, Radek
|
| http://linked.open...n/vavai/riv/zamer
| |
| issn
| |
| number of pages
| |
| http://localhost/t...ganizacniJednotka
| |
![[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)