ANALYSIS METHODS FOR SPATIAL STRUCTURES.

Papadrakakis, M

dc.contributor.author	Papadrakakis, M	en
dc.date.accessioned	2014-03-01T02:47:48Z
dc.date.available	2014-03-01T02:47:48Z
dc.date.issued	1987	en
dc.identifier.issn	01765035	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33348
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0023581448&partnerID=40&md5=1c23f1a93b4ccc904fee73e5359401ef	en
dc.subject.other	BEAMS AND GIRDERS - Buckling	en
dc.subject.other	MATHEMATICAL TECHNIQUES - Numerical Methods	en
dc.subject.other	3-D BEAM ELEMENT	en
dc.subject.other	COLLAPSE ANALYSIS	en
dc.subject.other	INELASTIC POST-BUCKLING	en
dc.subject.other	LARGE DISPLACEMENT	en
dc.subject.other	LIMIT POINTS	en
dc.subject.other	NONLINEAR RESPONSE	en
dc.subject.other	STRUCTURAL ANALYSIS	en
dc.title	ANALYSIS METHODS FOR SPATIAL STRUCTURES.	en
heal.type	conferenceItem	en
heal.publicationDate	1987	en
heal.abstract	A state-of-the-art survey of all trends and applications developed for the static analysis of spatial structures is presented. Emphasis is given to the numerical matrix structural analysis approach for treating geometric and material nonlinearities. The behavior of members considered either pin-jointed or end-restrained in the inelastic post-buckling range is described and the response of a 3-D beam element in a large displacement environment is discussed. Numerical techniques for the solution of the resulting linear and nonlinear systems of equations as well as for tracing the nonlinear response near limit points are also discussed.	en
heal.publisher	Springer-Verlag, Berlin, West Ger	en
heal.journalName	Lecture Notes in Engineering	en
dc.identifier.spage	121	en
dc.identifier.epage	148	en