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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU102091%21RIV13-GA0-26110___
rdf:type
skos:Concept n8:Vysledek
dcterms:description
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 of this 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 members. The att 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 of this 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 members. The att
dcterms:title
Buckling resistance of steel and high-strength-concrete circular columns Buckling resistance of steel and high-strength-concrete circular columns
skos:prefLabel
Buckling resistance of steel and high-strength-concrete circular columns Buckling resistance of steel and high-strength-concrete circular columns
skos:notation
RIV/00216305:26110/12:PU102091!RIV13-GA0-26110___
n8:predkladatel
n10:orjk%3A26110
n6:aktivita
n19:P n19:Z
n6:aktivity
P(GA103/09/0597), Z(MSM0021630519)
n6:dodaniDat
n16:2013
n6:domaciTvurceVysledku
n18:7369298
n6:druhVysledku
n9:D
n6:duvernostUdaju
n21:S
n6:entitaPredkladatele
n13:predkladatel
n6:idSjednocenehoVysledku
125611
n6:idVysledku
RIV/00216305:26110/12:PU102091
n6:jazykVysledku
n7:eng
n6:klicovaSlova
Steel-concrete column, circular tube, buckling resistance, high-strength concrete, test, experimental verification, design resistance.
n6:klicoveSlovo
n12:experimental%20verification n12:test n12:high-strength%20concrete n12:circular%20tube n12:Steel-concrete%20column n12:buckling%20resistance n12:design%20resistance.
n6:kontrolniKodProRIV
[DF7B57AAC281]
n6:mistoKonaniAkce
Nanjing
n6:mistoVydani
Nanjing
n6:nazevZdroje
Advances in Steel Structures
n6:obor
n15:JM
n6:pocetDomacichTvurcuVysledku
1
n6:pocetTvurcuVysledku
1
n6:projekt
n14:GA103%2F09%2F0597
n6:rokUplatneniVysledku
n16:2012
n6:tvurceVysledku
Karmazínová, Marcela
n6:typAkce
n20:WRD
n6:zahajeniAkce
2012-04-14+02:00
n6:zamer
n17:MSM0021630519
s:numberOfPages
7
n4:hasPublisher
Southeast University Press: Nanjing
n11:isbn
978-7-5641-3400-6
n22:organizacniJednotka
26110