About: Issues related to the Probabilistic Safety Assessment of Steel Structures in the Stability Domain

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This document refers to probabilistic simulation-based structural reliability assessment methods and their application in designer's work. Special attention is given to the %22rules of the game%22 of the assessment procedure in the stability domain, and to the analysis of the load effect combinations based on the APT approach (Arbitrary Point in Time) and/or on the MLE (Maximum Load Effects) approach. Probabilistic assessment of a steel frame containing leaning columns and exposed to numerous mutually statistically independent loads, as well as to the earthquake forces depending on the magnitude of the actual vertical loads, serves as an example allowing for the explanation of the proposed assessment procedure This document refers to probabilistic simulation-based structural reliability assessment methods and their application in designer's work. Special attention is given to the %22rules of the game%22 of the assessment procedure in the stability domain, and to the analysis of the load effect combinations based on the APT approach (Arbitrary Point in Time) and/or on the MLE (Maximum Load Effects) approach. Probabilistic assessment of a steel frame containing leaning columns and exposed to numerous mutually statistically independent loads, as well as to the earthquake forces depending on the magnitude of the actual vertical loads, serves as an example allowing for the explanation of the proposed assessment procedure (en)
Title	Issues related to the Probabilistic Safety Assessment of Steel Structures in the Stability Domain Issues related to the Probabilistic Safety Assessment of Steel Structures in the Stability Domain (en)
skos:prefLabel	Issues related to the Probabilistic Safety Assessment of Steel Structures in the Stability Domain Issues related to the Probabilistic Safety Assessment of Steel Structures in the Stability Domain (en)
skos:notation	RIV/61989100:27120/02:00006480!RIV/2003/GA0/271203/N
http://linked.open.../vavai/riv/strany	1-8
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/01/1410), P(GA105/01/0783)
http://linked.open...vai/riv/dodaniDat	2003
http://linked.open...aciTvurceVysledku	Marek, Pavel Václavek, Leo
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoká škola báňská - Technická univerzita Ostrava / Fakulta stavební
http://linked.open...dnocenehoVysledku	649824
http://linked.open...ai/riv/idVysledku	RIV/61989100:27120/02:00006480
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Monte Carlo simulation, reliability, earthquake, SBRA (en)
http://linked.open.../riv/klicoveSlovo	SBRA earthquake reliability Monte Carlo simulation
http://linked.open...ontrolniKodProRIV	[1E338707F970]
http://linked.open...v/mistoKonaniAkce	New York
http://linked.open...i/riv/mistoVydani	New York
http://linked.open...i/riv/nazevZdroje	EM#2002, ASCE Engineering Mechanics Conference
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...ocetUcastnikuAkce	0 (xsd:int)
http://linked.open...nichUcastnikuAkce	0 (xsd:int)
http://linked.open...vavai/riv/projekt	Reliability of steel support in (long) underground openings Application of the new generation of probabilistic methods in the assessment of structural safety, serviceability and durability
http://linked.open...UplatneniVysledku	2002
http://linked.open...iv/tvurceVysledku	Marek, Pavel Václavek, Leo
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2002-06-02 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Columbia University
http://localhost/t...ganizacniJednotka	27120

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