dc.contributor.author |
Iliopoulos, A |
en |
dc.contributor.author |
Nikolaou, E |
en |
dc.contributor.author |
Vayas, I |
en |
dc.date.accessioned |
2014-03-01T02:08:20Z |
|
dc.date.available |
2014-03-01T02:08:20Z |
|
dc.date.issued |
2012 |
en |
dc.identifier.issn |
00389145 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/29637 |
|
dc.subject.other |
Bending loading |
en |
dc.subject.other |
Concrete core |
en |
dc.subject.other |
Design method |
en |
dc.subject.other |
Shear studs |
en |
dc.subject.other |
Steel column |
en |
dc.subject.other |
Steel-concrete composite |
en |
dc.subject.other |
Civil engineering |
en |
dc.subject.other |
Construction |
en |
dc.subject.other |
Shear walls |
en |
dc.title |
Capacity diagrams for steel-concrete composite shear walls [N-M-Interaktionsdiagramme für Verbundwände aus Stahl und Beton] |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1002/stab.201201507 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1002/stab.201201507 |
en |
heal.publicationDate |
2012 |
en |
heal.abstract |
In this article a design method for the calculation of steel-concrete composite shear walls under axial and bending loading is presented. Steel columns are used as edge members connected through shear studs with the concrete core of the shear wall. The diagrams given can be used for a quick capacity calculation. © Ernst & Sohn Verlag für Architektur und tehnische Wissenschaften GmbH & Co. KG, Berlin. |
en |
heal.journalName |
Stahlbau |
en |
dc.identifier.doi |
10.1002/stab.201201507 |
en |
dc.identifier.volume |
81 |
en |
dc.identifier.issue |
5 |
en |
dc.identifier.spage |
391 |
en |
dc.identifier.epage |
398 |
en |