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  • The paper is focused on sensitivity analysis of ultimate limit states of steel-concrete building members. The load-carrying capacity of steel-concrete columns comprising steel profiles encased with high strength concrete in compresion is analyzed. Assumptions for the determination of the theoretical load carrying capacity of the column are listed in the first part of the article. Stresses in the concrete and steel sections are determined according to the principles of elasticity. Numerical simulation LHS and Monte Carlo methods, which take into account the influences of variability of input imperfections, were employed. Results of the statistical analysis are compared with results of experimental research. Sensitivity analysis was used to identify those initial imperfections that significantly influence the load carrying capacity.
  • The paper is focused on sensitivity analysis of ultimate limit states of steel-concrete building members. The load-carrying capacity of steel-concrete columns comprising steel profiles encased with high strength concrete in compresion is analyzed. Assumptions for the determination of the theoretical load carrying capacity of the column are listed in the first part of the article. Stresses in the concrete and steel sections are determined according to the principles of elasticity. Numerical simulation LHS and Monte Carlo methods, which take into account the influences of variability of input imperfections, were employed. Results of the statistical analysis are compared with results of experimental research. Sensitivity analysis was used to identify those initial imperfections that significantly influence the load carrying capacity. (en)
Title
  • Imperfection Sensitivity and Insensitivity of Building Structures
  • Imperfection Sensitivity and Insensitivity of Building Structures (en)
skos:prefLabel
  • Imperfection Sensitivity and Insensitivity of Building Structures
  • Imperfection Sensitivity and Insensitivity of Building Structures (en)
skos:notation
  • RIV/00216305:26110/09:PU86010!RIV10-GA0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/08/0275), P(IAA201720901)
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
  • 318675
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU86010
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Steel, concrete, structure, imperfections, variance, random, sensitivity, reliability (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [158600920D52]
http://linked.open...v/mistoKonaniAkce
  • Puerto dela Cruiz
http://linked.open...i/riv/mistoVydani
  • Puerto dela Cruiz, Canary Island (Spain)
http://linked.open...i/riv/nazevZdroje
  • Conference on Applied Mathematics (MATH 09)
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
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  • Puklický, Libor
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-960-474-138-0
http://localhost/t...ganizacniJednotka
  • 26110
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