Analysis of a cofferdam support and design implications

Lefas, ID; Georgiannou, VN

dc.contributor.author	Lefas, ID	en
dc.contributor.author	Georgiannou, VN	en
dc.date.accessioned	2014-03-01T01:16:09Z
dc.date.available	2014-03-01T01:16:09Z
dc.date.issued	2001	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/13946
dc.subject	Non-uniform loadings	en
dc.subject	Two-dimensional model	en
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Cofferdams	en
dc.subject.other	Loading	en
dc.subject.other	Structural analysis	en
dc.subject.other	Non-uniform loadings	en
dc.subject.other	Reinforced concrete	en
dc.title	Analysis of a cofferdam support and design implications	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/S0045-7949(01)00082-7	en
heal.identifier.secondary	http://dx.doi.org/10.1016/S0045-7949(01)00082-7	en
heal.language	English	en
heal.publicationDate	2001	en
heal.abstract	The procedure used for the analysis and design of a single reinforced concrete ring beam supporting a large diameter sheet pile cofferdam is presented. A simplified two dimensional model on a powerful commercial structural analysis program was employed. Non-conventional techniques were used to analyse the ring beam tinder non-uniform loadings of the cofferdam during the various stages of construction. Design implications of reinforcing the beam to cope with these loads is also discussed. (C) 2001 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Computers and Structures	en
dc.identifier.doi	10.1016/S0045-7949(01)00082-7	en
dc.identifier.isi	ISI:000172361300017	en
dc.identifier.volume	79	en
dc.identifier.issue	26-28	en
dc.identifier.spage	2461	en
dc.identifier.epage	2469	en