dc.contributor.author |
Ermopoulos, JCh |
en |
dc.contributor.author |
Stamatopoulos, GN |
en |
dc.date.accessioned |
2014-03-01T01:12:03Z |
|
dc.date.available |
2014-03-01T01:12:03Z |
|
dc.date.issued |
1996 |
en |
dc.identifier.issn |
0143-974X |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/11935 |
|
dc.subject |
Mathematical Modelling |
en |
dc.subject.classification |
Construction & Building Technology |
en |
dc.subject.classification |
Engineering, Civil |
en |
dc.subject.other |
Approximation theory |
en |
dc.subject.other |
Columns (structural) |
en |
dc.subject.other |
Connectors (structural) |
en |
dc.subject.other |
Estimation |
en |
dc.subject.other |
Joints (structural components) |
en |
dc.subject.other |
Mathematical models |
en |
dc.subject.other |
Plates (structural components) |
en |
dc.subject.other |
Rotation |
en |
dc.subject.other |
Structural analysis |
en |
dc.subject.other |
Structural frames |
en |
dc.subject.other |
Supports |
en |
dc.subject.other |
Column base plate connections |
en |
dc.subject.other |
Equilibrium equation |
en |
dc.subject.other |
Pinned supports |
en |
dc.subject.other |
Steel structures |
en |
dc.title |
Mathematical Modelling of Column Base Plate Connections |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/0143-974X(95)00011-J |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/0143-974X(95)00011-J |
en |
heal.language |
English |
en |
heal.publicationDate |
1996 |
en |
heal.abstract |
Based on classical methods a design procedure is proposed for the derivation of M-phi curves of column base connections. Besides, a new simple formula is also proposed, which describes with adequate accuracy the relation between moment and rotation, and all the necessary coefficients of this formula are given for each particular case. Introducing this formula into equilibrium equations of any frame and using the appropriate M-phi curves, a more accurate analysis of the frames can be carried out, with a better approximation for the support conditions, regarding the assumption of fully pinned or fixed supports. |
en |
heal.publisher |
ELSEVIER SCI LTD |
en |
heal.journalName |
Journal of Constructional Steel Research |
en |
dc.identifier.doi |
10.1016/0143-974X(95)00011-J |
en |
dc.identifier.isi |
ISI:A1996TW46100001 |
en |
dc.identifier.volume |
36 |
en |
dc.identifier.issue |
2 |
en |
dc.identifier.spage |
79 |
en |
dc.identifier.epage |
100 |
en |