About: Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts     Goto   Sponge   NotDistinct   Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

AttributesValues
rdf:type
Description
  • Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due to horizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts, which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages.
  • Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due to horizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts, which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages. (en)
  • Long-term objective of rheological sliding joints research is to contribute to updating the existing computational methods for their design. Sliding joint are applied in foundation structure to reduce the friction which is caused in footing bottom due to horizontal deformation loading (e.g. effect of undermining, pre-stressing). Accuracy of rheological sliding joints design depends on knowledge of the mechanical properties of used materials. The most common materials for sliding joint are asphalt belts, which are tested at Faculty of civil engineering using own testing equipment and temperature controlled room. Currently, series of measurements have been carried out so that the results could be used for the numerical modeling. This papers aim is to present possible approaches to asphalt belt sliding joint numerical modeling in foundation structure and summarize their advantages and disadvantages. (cs)
Title
  • Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts
  • Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts (en)
  • Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts (cs)
skos:prefLabel
  • Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts
  • Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts (en)
  • Modeling of foundation structures with sliding joint using results of laboratory tests of asphalts belts (cs)
skos:notation
  • RIV/62304178:_____/12:#0000036!RIV14-MPO-62304178
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(FR-TI2/746)
http://linked.open...iv/cisloPeriodika
  • 1
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
  • 151015
http://linked.open...ai/riv/idVysledku
  • RIV/62304178:_____/12:#0000036
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • modeling of sliding joint, foundation structures, asphalt belt, Sliding joint (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • PL - Polská republika
http://linked.open...ontrolniKodProRIV
  • [F480E07F70CD]
http://linked.open...i/riv/nazevZdroje
  • Transactions of the VŠB - Technical University of Ostrava
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...v/svazekPeriodika
  • 1
http://linked.open...iv/tvurceVysledku
  • Čajka, Radim
  • Janulíková, M.
  • Matečková, P.
  • Stará, M.
issn
  • 1804-4824
number of pages
Faceted Search & Find service v1.16.118 as of Jun 21 2024


Alternative Linked Data Documents: ODE     Content Formats:   [cxml] [csv]     RDF   [text] [turtle] [ld+json] [rdf+json] [rdf+xml]     ODATA   [atom+xml] [odata+json]     Microdata   [microdata+json] [html]    About   
This material is Open Knowledge   W3C Semantic Web Technology [RDF Data] Valid XHTML + RDFa
OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 47 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software