Buckling resistance of steel and high-strength-concrete circular columns

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102091" target="_blank" >RIV/00216305:26110/12:PU102091 - 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

Buckling resistance of steel and high-strength-concrete circular columns

Popis výsledku v původním jazyce

The paper deals with the problems of the theoretical and experimental investigation of the buckling resistance of steel and steel-concrete columns composed of high-strength materials. The paper presents selected results of the more extensive research realized on the authors workplace and oriented to the utilization of high-strength steels and high-performance concretes in steel structural members and composite structural members composed of steel and concrete. This paper is directed towards one part ofthis research only that means theoretical analysis of the buckling resistance and experimental verification of the objective buckling resistance of compression members in connection with the actual behaviour of the structural member and corresponding relevant failure mechanism. Within the framework of the buckling resistance analysis two basic cross-section types of columns have been investigated: (i) open IPE cross-sections and (ii) circular tubes, both steel members and steel-concrete

Název v anglickém jazyce

Buckling resistance of steel and high-strength-concrete circular columns

Popis výsledku anglicky

The paper deals with the problems of the theoretical and experimental investigation of the buckling resistance of steel and steel-concrete columns composed of high-strength materials. The paper presents selected results of the more extensive research realized on the authors workplace and oriented to the utilization of high-strength steels and high-performance concretes in steel structural members and composite structural members composed of steel and concrete. This paper is directed towards one part ofthis research only that means theoretical analysis of the buckling resistance and experimental verification of the objective buckling resistance of compression members in connection with the actual behaviour of the structural member and corresponding relevant failure mechanism. Within the framework of the buckling resistance analysis two basic cross-section types of columns have been investigated: (i) open IPE cross-sections and (ii) circular tubes, both steel members and steel-concrete

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F09%2F0597" target="_blank" >GA103/09/0597: Ocelobetonové tlačené pruty z materiálů vysokých pevností</a><br>

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název statě ve sborníku

Advances in Steel Structures

ISBN

978-7-5641-3400-6

ISSN

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e-ISSN

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Počet stran výsledku

7

Strana od-do

289-295

Název nakladatele

Southeast University Press: Nanjing

Místo vydání

Nanjing

Místo konání akce

Nanjing

Datum konání akce

14. 4. 2012

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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