| dc.contributor.author |
Briassoulis, D |
en |
| dc.date.accessioned |
2014-06-06T06:44:23Z |
|
| dc.date.available |
2014-06-06T06:44:23Z |
|
| dc.date.issued |
2000 |
en |
| dc.identifier.issn |
0045-7949 |
en |
| dc.identifier.uri |
http://62.217.125.90/xmlui/handle/123456789/1848 |
|
| dc.subject |
silo |
en |
| dc.subject |
unsymmetrical pressures |
en |
| dc.subject |
silo loads |
en |
| dc.subject |
cylindrical shell |
en |
| dc.subject |
finite element analysis |
en |
| dc.subject.classification |
Computer Science, Interdisciplinary Applications |
en |
| dc.subject.classification |
Engineering, Civil |
en |
| dc.title |
Finite element analysis of a cylindrical silo shell under unsymmetrical pressure distributions |
en |
| heal.type |
journalArticle |
en |
| heal.language |
English |
en |
| heal.publicationDate |
2000 |
en |
| heal.abstract |
This paper deals with the analysis of the behaviour and the state of stress developing in a silo shell under real asymmetric pressure distributions concerning both staring and discharge. The results obtained suggest that the design of such structures may not neglect the asymmetric features of the real pressures developed by the stored material. (C) 2000 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved. |
en |
| heal.publisher |
PERGAMON-ELSEVIER SCIENCE LTD |
en |
| heal.journalName |
COMPUTERS & STRUCTURES |
en |
| dc.identifier.issue |
1-3 |
en |
| dc.identifier.volume |
78 |
en |
| dc.identifier.isi |
ISI:000089458100025 |
en |
| dc.identifier.spage |
271 |
en |
| dc.identifier.epage |
281 |
en |