Vícekomponentní analýza účinků zatížení na štíhlý železobetonový sloup s využitím pravděpodobnostní metody SBRA

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F08%3A00018686" target="_blank" >RIV/61989100:27120/08:00018686 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method

Popis výsledku v původním jazyce

Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slenderness. Effects of external forces on these structures are significantly dependent on their deformations. In the reliabilityassessment of these structures it is necessary to deal with the equilibrium of internal and external forces acting on deformed structure. Rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures leading to direct expression of their reliability. The subject of this paper is probabilistic analysis of slender reinforced concrete column exposed to random combinations of compressive force and bending moment. Other input quantities (geometrical and material characteristics) are considered random as well. The solution of this problem is performed by the fully probabilistic SBRA (Simulation-Based Reliability Assessment) method (see e.g. [1]-[4]) based on Monte Carlo sim

Název v anglickém jazyce

Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method

Popis výsledku anglicky

Modern supporting reinforced concrete structures, i.e. columns, piers, frame legs, etc., are characteristic by their higher slenderness. Effects of external forces on these structures are significantly dependent on their deformations. In the reliabilityassessment of these structures it is necessary to deal with the equilibrium of internal and external forces acting on deformed structure. Rapidly growing potential of computer technology allows utilize fully probabilistic methods of reliability assessment of structures leading to direct expression of their reliability. The subject of this paper is probabilistic analysis of slender reinforced concrete column exposed to random combinations of compressive force and bending moment. Other input quantities (geometrical and material characteristics) are considered random as well. The solution of this problem is performed by the fully probabilistic SBRA (Simulation-Based Reliability Assessment) method (see e.g. [1]-[4]) based on Monte Carlo sim

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/GD103%2F05%2FH036" target="_blank" >GD103/05/H036: Analýza spolehlivosti konstrukcí, vystavených účinkům mimořádného zatížení</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2008

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

The Eleven East Asia-Pacific Conference on Structural Engineering and Construction (EASEC ? 11)

ISBN

978-986-80222-4-9

ISSN

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e-ISSN

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Počet stran výsledku

2

Strana od-do

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Název nakladatele

National Taiwan University Civil Engineering Culture & Educa

Místo vydání

Tchaj-pej, Tchaj-wan

Místo konání akce

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Datum konání akce

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Typ akce podle státní příslušnosti

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Kód UT WoS článku

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