About: Stability Problems of Steel-Concrete Members Composed of High Strength Materials

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The presented paper deals with the stochastic analysis of the ultimate limit states of steel-concrete building members. The load carrying capacity of steel-concrete columns, comprising of steel profiles encased in high strength concrete, in compression is analyzed. The first part of the paper lists assumptions for the determination of the theoretical load carrying capacity of the column. Principles of elasticity and plasticity are used to determine stresses in the concrete and steel sections. Statistical characteristics of input material and geometrical imperfections are listed. Results of the theoretical analysis are then compared with results of experimental research. Statistical characteristics of obtained results of the theoretical analysis were verified using statistical characteristics obtained from experimental research. Numerical simulation LHS and Monte Carlo methods, which take into account the influences of variability of input imperfections, were employed. The influence of the utilization The presented paper deals with the stochastic analysis of the ultimate limit states of steel-concrete building members. The load carrying capacity of steel-concrete columns, comprising of steel profiles encased in high strength concrete, in compression is analyzed. The first part of the paper lists assumptions for the determination of the theoretical load carrying capacity of the column. Principles of elasticity and plasticity are used to determine stresses in the concrete and steel sections. Statistical characteristics of input material and geometrical imperfections are listed. Results of the theoretical analysis are then compared with results of experimental research. Statistical characteristics of obtained results of the theoretical analysis were verified using statistical characteristics obtained from experimental research. Numerical simulation LHS and Monte Carlo methods, which take into account the influences of variability of input imperfections, were employed. The influence of the utilization (en)
Title	Stability Problems of Steel-Concrete Members Composed of High Strength Materials Stability Problems of Steel-Concrete Members Composed of High Strength Materials (en)
skos:prefLabel	Stability Problems of Steel-Concrete Members Composed of High Strength Materials Stability Problems of Steel-Concrete Members Composed of High Strength Materials (en)
skos:notation	RIV/00216305:26110/10:PU91252!RIV11-GA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(GA103/08/0275), P(GA103/09/0597)
http://linked.open...iv/cisloPeriodika	3
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Kala, Zdeněk Melcher, Jindřich Karmazínová, Marcela Puklický, Libor Omishore, Abayomi
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	289591
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU91252
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Material, Steel, Concrete, Structure, Imperfections, Failure, Random, Reliability (en)
http://linked.open.../riv/klicoveSlovo	Failure Random Concrete Material Reliability Steel Imperfections Structure
http://linked.open...odStatuVydavatele	LT - Litevská republika
http://linked.open...ontrolniKodProRIV	[050F0E060AB1]
http://linked.open...i/riv/nazevZdroje	Journal of civil engineering and management
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	5 (xsd:int)
http://linked.open...cetTvurcuVysledku	5 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures Steel-concrete compression members using high-strength materials Sensitivity analysis of factors influencing the limit state of thin-walled structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...v/svazekPeriodika	16
http://linked.open...iv/tvurceVysledku	Kala, Zdeněk Karmazínová, Marcela Melcher, Jindřich Puklický, Libor Omishore, Abayomi
issn	1392-3730
number of pages	11 (xsd:int)
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	Stability Problems of Steel-Concrete Members Composed of High Strength Materials

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