Computations of an earth-dam reinforced-concrete bottom outlet

Kalkani, EC

dc.contributor.author	Kalkani, EC	en
dc.date.accessioned	2014-03-01T01:07:50Z
dc.date.available	2014-03-01T01:07:50Z
dc.date.issued	1990	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10197
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0025176170&partnerID=40&md5=eb20a9ee94c9f59f897477e2711aa340	en
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Computer Simulation	en
dc.subject.other	Concrete Construction - Reinforced Concrete	en
dc.subject.other	Mathematical Techniques - Finite Element Method	en
dc.subject.other	Circular Bottom Outlets	en
dc.subject.other	Dams, Embankment	en
dc.title	Computations of an earth-dam reinforced-concrete bottom outlet	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1990	en
heal.abstract	The reinforced-concrete structure of a circular bottom outlet under an earth-dam, with a 2.5 m interior diameter, is studied in the cases of operating and inspection conditions. Two finite-element analysis models are used, one simple model of the concrete structure and one extended model of the structure-dam-foundation interaction. The simple model indicates a more conservative requirement of reinforcing steel than the extended model. A better simulation of the parameters included in the design of the concrete structure is presented by the computations made of the extended model. © 1990.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Computers and Structures	en
dc.identifier.isi	ISI:A1990CZ79800008	en
dc.identifier.volume	35	en
dc.identifier.issue	2	en
dc.identifier.spage	189	en
dc.identifier.epage	193	en