Steel-concrete composite structural members using high-strength materials

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Steel-concrete composite structural members using high-strength materials

Popis výsledku v původním jazyce

The paper deals with the actual behaviour and load-carrying capacity of steel-concrete composite structural members composed of high-strength steels and concretes, especially in the comparison with steel-concrete members composed of normal-strength materials. The investigations of the actual behaviour of these steel-concrete composite structural members are based mainly on the experimental verification of the failure mechanisms and objective ultimate load-carrying capacities and on the subsequent evaluation of the results obtained from the tests and their generalization. The attention was mainly paid to the determination and evaluation of the load-carrying capacity of these structural members, i.e. columns and beams composed of high-strength steels andconcretes, respecting the effective material usage and taking into account also other influences, which are significant for the resulting load-carrying capacity (column buckling, for example).

Název v anglickém jazyce

Steel-concrete composite structural members using high-strength materials

Popis výsledku anglicky

The paper deals with the actual behaviour and load-carrying capacity of steel-concrete composite structural members composed of high-strength steels and concretes, especially in the comparison with steel-concrete members composed of normal-strength materials. The investigations of the actual behaviour of these steel-concrete composite structural members are based mainly on the experimental verification of the failure mechanisms and objective ultimate load-carrying capacities and on the subsequent evaluation of the results obtained from the tests and their generalization. The attention was mainly paid to the determination and evaluation of the load-carrying capacity of these structural members, i.e. columns and beams composed of high-strength steels andconcretes, respecting the effective material usage and taking into account also other influences, which are significant for the resulting load-carrying capacity (column buckling, for example).

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2011

Kód důvěrnosti údajů

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

Název statě ve sborníku

Proceedings of the 7th International Conference on Steel and Aluminium Structures "Advances in Steel and Aluminium Structures"

ISBN

978-981-08-9247-0

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

246-252

Název nakladatele

Research Publishing Services: Singapore

Místo vydání

Singapore

Místo konání akce

Kuching

Datum konání akce

13. 7. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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