dc.contributor.author |
Kappos, A |
en |
dc.contributor.author |
Antoniadis, P |
en |
dc.date.accessioned |
2014-03-01T01:55:44Z |
|
dc.date.available |
2014-03-01T01:55:44Z |
|
dc.date.issued |
2007 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/27822 |
|
dc.subject |
Parametric Study |
en |
dc.subject |
Reinforced Concrete |
en |
dc.subject |
Seismic Response |
en |
dc.subject |
Strong Ground Motion |
en |
dc.subject |
New Zealand |
en |
dc.title |
A contribution to seismic shear design of R/C walls in dual structures |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1007/s10518-007-9041-6 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1007/s10518-007-9041-6 |
en |
heal.publicationDate |
2007 |
en |
heal.abstract |
The paper focuses on the seismic response of walls in dual (frame + wall) structures, with particular emphasis on shear behaviour. Although dual structures are widely used in earthquake-resistant medium-rise and high-rise buildings, the provisions of modern seismic codes regarding design of walls for shear are not fully satisfactory, particularly in the (common) case that walls of substantially different length form part |
en |
heal.journalName |
Bulletin of Earthquake Engineering |
en |
dc.identifier.doi |
10.1007/s10518-007-9041-6 |
en |