Static and dynamic analysis of composite shear walls by the boundary element method

dc.contributor.author	Κατσικαδέλης, Ιωάννης Τ.	el
dc.contributor.author	Κόκκινος, Τριαντάφυλλος-Φίλης	el
dc.date.accessioned	2015-06-07T05:27:38Z
dc.date.available	2015-06-07T05:27:38Z
dc.date.issued	2015-06-07
dc.identifier.uri	http://hdl.handle.net/11400/15377
dc.rights	Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες	*
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/3.0/us/	*
dc.source	http://link.springer.com/article/10.1007%2FBF01190886	el
dc.subject	Structural design
dc.subject	Loads (Mechanics)
dc.subject	Buckling (Mechanics)
dc.subject	Στατική μελέτη
dc.subject	Φορτία
dc.subject	Λυγισμός
dc.title	Static and dynamic analysis of composite shear walls by the boundary element method	en
heal.type	journalArticle
heal.classification	Engineering
heal.classification	Computer science
heal.classification	Μηχανική
heal.classification	Πληροφορική
heal.classificationURI	http://skos.um.es/unescothes/C01363
heal.classificationURI	http://skos.um.es/unescothes/C00750
heal.classificationURI	N/A-Μηχανική
heal.classificationURI	N/A-Πληροφορική
heal.keywordURI	http://id.loc.gov/authorities/subjects/sh85129194
heal.keywordURI	http://id.loc.gov/authorities/subjects/sh2005004556
heal.keywordURI	http://id.loc.gov/authorities/subjects/sh85017438
heal.identifier.secondary	ISSN: 00015970
heal.identifier.secondary	DOI: 10.1007/BF01190886
heal.language	en
heal.access	campus
heal.recordProvider	Τ.Ε.Ι. Αθήνας. Σχολή Τεχνολογικών Εφαρμογών. Τμήμα Πολιτικών Μηχανικών Τ.Ε και Μηχανικών Τοπογραφίας & Γεωπληροφορικής Τ.Ε.	el
heal.publicationDate	1987-09
heal.bibliographicCitation	Katsikadelis, J. and Kokkinos, F. (1987). Static and dynamic analysis of composite shear walls by the boundary element method. "Acta Mechanica", 68(3-4), September 1987. pp. 231-250. Available from: http://link.springer.com/article/10.1007%2FBF01190886.	en
heal.abstract	A boundary element solution for the static and dynamic analysis of composite shear walls is developed. The composite shear wall consists of a matrix material surrounding a finite number of inclusions (in-fill walls) with different elastic constants firmly bonded to it. The problem is formulated in terms of the displacement components and all kinds of boundary conditions are encountered. Several numerical examples are worked out to demonstrate and attest the efficiency of the method. The results, whenever possible, are compared with those obtained from analytical or other numerical solutions. The case of homogeneous shear wall with or without holes is included as a special case.	en
heal.publisher	Springer-Verlag	en
heal.journalName	Acta Mechanica	en
heal.journalType	peer-reviewed
heal.fullTextAvailability	true