dc.contributor.author |
ANDRIOTAKIPANAYOTOUNAKOU, PD |
en |
dc.date.accessioned |
2014-03-01T01:41:17Z |
|
dc.date.available |
2014-03-01T01:41:17Z |
|
dc.date.issued |
1992 |
en |
dc.identifier.issn |
0045-7949 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/23455 |
|
dc.subject.classification |
Computer Science, Interdisciplinary Applications |
en |
dc.subject.classification |
Engineering, Civil |
en |
dc.subject.other |
STOREY |
en |
dc.title |
3-DIMENSIONAL STATIC ANALYSIS OF A SPATIALLY LOADED PLANAR RIGID-JOINTED PLEXUS FRAME |
en |
heal.type |
journalArticle |
en |
heal.language |
English |
en |
heal.publicationDate |
1992 |
en |
heal.abstract |
An exact matrix solution for the static analysis of a multi-storey and multi-column rectangular rigid-jointed plexus frame, subjected to a general spatial loading, is presented. Since the obtained closed-form formulae, giving all the structure redundants, include matrices of maximum dimensions mn x mn (where m = number of storeys and n = number of columns), the proposed methodology is more convenient compared to other existing methods, because it requires less memory space and computer coding. Also, a numerical application demonstrates the correctness and the potentialities of the method. In addition, this solution technique may become a useful guideline for the further investigation of three-dimensional frame structures. |
en |
heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
heal.journalName |
COMPUTERS & STRUCTURES |
en |
dc.identifier.isi |
ISI:A1992KF81100018 |
en |
dc.identifier.volume |
45 |
en |
dc.identifier.issue |
5-6 |
en |
dc.identifier.spage |
1019 |
en |
dc.identifier.epage |
1031 |
en |