dc.contributor.author |
GANTES, C |
en |
dc.contributor.author |
KHOURY, R |
en |
dc.contributor.author |
CONNORS, J |
en |
dc.contributor.author |
POUANGAREDII, C |
en |
dc.date.accessioned |
2014-03-01T01:41:41Z |
|
dc.date.available |
2014-03-01T01:41:41Z |
|
dc.date.issued |
1993 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/23579 |
|
dc.subject |
Design Guideline |
en |
dc.subject |
Design Method |
en |
dc.subject |
Design Methodology |
en |
dc.subject |
Nonlinear Response |
en |
dc.subject |
Structural Engineering |
en |
dc.subject |
Structure Analysis |
en |
dc.subject |
Wind Loads |
en |
dc.title |
Modeling, loading, and preliminary design considerations for tall guyed towers |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/0045-7949(93)90027-B |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/0045-7949(93)90027-B |
en |
heal.publicationDate |
1993 |
en |
heal.abstract |
The inherent nonlinearity in the structural behavior of guyed towers leads to difficulties in their structural analysis, and prevents the formulation of a general-purpose design methodology. As a result, simplifying analysis assumptions regarding the loading and the modeling of structural behavior have to be made, and approximate design methods are used, that are often unjustified, and can lead to disastrous |
en |
heal.journalName |
Computers & Structures |
en |
dc.identifier.doi |
10.1016/0045-7949(93)90027-B |
en |