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| Description
| - 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 reliability assessment 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 simulation techniqu
- 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 reliability assessment 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 simulation techniqu (en)
- Moderní nosné železobetonové konstrukce (sloupy, pilíře atd.) jsou charakteristické svou štíhlostí. Účinky vnějších sil na tyto konstrukce výrazně závisí na jejich deformacích. Ve spolehlivostním posudku je nutné brát v úvahu rovnováhu vnitřních a vnějších sil působících na deformované konstrukci. Rychle rostoucí možnosti výpočetní techniky umožňují využití plně pravděpodobnostních metod spolehlivostního posudku konstrukcí vedoucího k přímému vyjádření jejich spolehlivosti. Tento příspěvek se týká pravděpodobnostní analýzy štíhlého železobetonového sloupu vystaveného náhodným kombinacím tlakové síly a ohybového momentu. Další vstupní veličiny (geometrické a materiálové charakteristiky) jsou také uvažovány jako náhodně proměnné. Řešení tohoto problému je představováno plně pravděpodobnostní metodou SBRA založenou na simulaci Monte Carlo. (cs)
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| Title
| - Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method
- Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method (en)
- Vícekomponentní analýza účinků zatížení na štíhlý železobetonový sloup s využitím pravděpodobnostní metody SBRA (cs)
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| skos:prefLabel
| - Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method
- Multi-components load effect analysis on a slender reinforced concrete column using probabilistic SBRA method (en)
- Vícekomponentní analýza účinků zatížení na štíhlý železobetonový sloup s využitím pravděpodobnostní metody SBRA (cs)
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| skos:notation
| - RIV/61989100:27120/08:00018686!RIV09-GA0-27120___
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| http://linked.open...avai/riv/aktivita
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| http://linked.open...avai/riv/aktivity
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| http://linked.open...vai/riv/dodaniDat
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| http://linked.open...aciTvurceVysledku
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| http://linked.open.../riv/druhVysledku
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| http://linked.open...iv/duvernostUdaju
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| http://linked.open...titaPredkladatele
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| http://linked.open...dnocenehoVysledku
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| http://linked.open...ai/riv/idVysledku
| - RIV/61989100:27120/08:00018686
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| http://linked.open...riv/jazykVysledku
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| http://linked.open.../riv/klicovaSlova
| - Reinforced concrete; Slender compressed column; Combination of normal force and bending moment; Buckling; Monte Carlo simulation; Safety; Probability of failure. (en)
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| http://linked.open.../riv/klicoveSlovo
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| http://linked.open...ontrolniKodProRIV
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| http://linked.open...i/riv/mistoVydani
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| http://linked.open...i/riv/nazevZdroje
| - The Eleven East Asia-Pacific Conference on Structural Engineering and Construction (EASEC ? 11)
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| http://linked.open...in/vavai/riv/obor
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| http://linked.open...ichTvurcuVysledku
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| http://linked.open...cetTvurcuVysledku
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| http://linked.open...vavai/riv/projekt
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| http://linked.open...UplatneniVysledku
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| http://linked.open...iv/tvurceVysledku
| - Marek, Pavel
- Čajka, Radim
- Pustka, David
- Mynarzová, Lucie
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| number of pages
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| http://purl.org/ne...btex#hasPublisher
| - National Taiwan University Civil Engineering Culture & Educa
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| https://schema.org/isbn
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| http://localhost/t...ganizacniJednotka
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