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  • This paper deals with probability assessment of masonry compressive strength as a basis for laboratory testing of post-tensioned masonry corner. The results of laboratory testing of bricks and mortar strength are introduced with its statistical characteristics and the result histogram of masonry compressive strength is ordained using Monte Carlo simulation and appropriate software. At VSB – TU Ostrava, Faculty of Civil Engineering, is under way the laboratory testing of different types of pre-stressed masonry corner. Assessment of masonry strength indicates the size of pre-stressing force. This paper is complemented with particular test results and possible ways of masonry FEM analysis.
  • This paper deals with probability assessment of masonry compressive strength as a basis for laboratory testing of post-tensioned masonry corner. The results of laboratory testing of bricks and mortar strength are introduced with its statistical characteristics and the result histogram of masonry compressive strength is ordained using Monte Carlo simulation and appropriate software. At VSB – TU Ostrava, Faculty of Civil Engineering, is under way the laboratory testing of different types of pre-stressed masonry corner. Assessment of masonry strength indicates the size of pre-stressing force. This paper is complemented with particular test results and possible ways of masonry FEM analysis. (en)
  • This paper deals with probability assessment of masonry compressive strength as a basis for laboratory testing of post-tensioned masonry corner. The results of laboratory testing of bricks and mortar strength are introduced with its statistical characteristics and the result histogram of masonry compressive strength is ordained using Monte Carlo simulation and appropriate software. At VSB – TU Ostrava, Faculty of Civil Engineering, is under way the laboratory testing of different types of pre-stressed masonry corner. Assessment of masonry strength indicates the size of pre-stressing force. This paper is complemented with particular test results and possible ways of masonry FEM analysis. (cs)
Title
  • Probability assessment of compressive strength as a basis for post tensioned masonry testing
  • Probability assessment of compressive strength as a basis for post tensioned masonry testing (en)
  • Probability assessment of compressive strength as a basis for post tensioned masonry testing (cs)
skos:prefLabel
  • Probability assessment of compressive strength as a basis for post tensioned masonry testing
  • Probability assessment of compressive strength as a basis for post tensioned masonry testing (en)
  • Probability assessment of compressive strength as a basis for post tensioned masonry testing (cs)
skos:notation
  • RIV/62304178:_____/12:#0000040!RIV14-MPO-62304178
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(FR-TI2/746)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
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  • 162119
http://linked.open...ai/riv/idVysledku
  • RIV/62304178:_____/12:#0000040
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • FEM, Monte Carlo simulation, post tensioning, masonry (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [FC8AE86C811B]
http://linked.open...v/mistoKonaniAkce
  • Kos
http://linked.open...i/riv/mistoVydani
  • Cambridge
http://linked.open...i/riv/nazevZdroje
  • Recent researches in environmental and geological sciences: proceedings of the 7th WSEAS International Conference on Energy & Environment (EE '12) ... : Kos Island, Greece, July 14-17, 2012
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Čajka, Radim
  • Matečková, P.
  • Stará, M.
  • Mynarzová, L.
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 2227-4359
number of pages
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  • WSEAS Press
https://schema.org/isbn
  • 978-1-61804-110-4
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