| dc.contributor.author |
BRIASSOULIS, D |
en |
| dc.date.accessioned |
2014-06-06T06:41:58Z |
|
| dc.date.available |
2014-06-06T06:41:58Z |
|
| dc.date.issued |
1991 |
en |
| dc.identifier.issn |
0889-3241 |
en |
| dc.identifier.uri |
http://62.217.125.90/xmlui/handle/123456789/364 |
|
| dc.subject |
CYLINDRICAL STORAGE TANK |
en |
| dc.subject |
FRICTION LOADS |
en |
| dc.subject |
PRESSURE RATIO |
en |
| dc.subject |
SILO |
en |
| dc.subject |
SILO THEORY |
en |
| dc.subject |
STATIC PRESSURES |
en |
| dc.subject.classification |
Construction & Building Technology |
en |
| dc.subject.classification |
Engineering, Civil |
en |
| dc.subject.classification |
Materials Science, Multidisciplinary |
en |
| dc.subject.other |
DESIGN FRICTION LOADS |
en |
| dc.subject.other |
CONCRETE SILOS |
en |
| dc.title |
LIMITATIONS IN THE RANGE OF APPLICABILITY OF THE CLASSIC SILO THEORIES |
en |
| heal.type |
journalArticle |
en |
| heal.language |
English |
en |
| heal.publicationDate |
1991 |
en |
| heal.abstract |
Static pressures developed in cylindrical tanks due to the stored material constitute major design considerations of such structures. The two classic silo theories-Janssen's and Reimberts' theories-are used in many silo design codes as alternatives to calculate theoretical lateral and vertical static pressures. The lateral pressures calculated by the two theories are found, however, to differ significantly for a wide range of stored material characteristics and storage tank geometries. These differences become more pronounced as the parameters involved approach some theoretical limiting values. The Reimberts' theory is shown to be inadequate in those critical limiting cases, whereas, Janssen's theory is shown to be adequate in all limiting cases examined. This behavior is responsible for the significant differences between the two theories in the corresponding real silo cases and sets limitations in the applicability of the Reimberts' theory. |
en |
| heal.publisher |
AMER CONCRETE INST |
en |
| heal.journalName |
ACI STRUCTURAL JOURNAL |
en |
| dc.identifier.issue |
4 |
en |
| dc.identifier.volume |
88 |
en |
| dc.identifier.isi |
ISI:A1991FW42100006 |
en |
| dc.identifier.spage |
437 |
en |
| dc.identifier.epage |
444 |
en |