Seismic analysis of buried pipelines subjected to vertical fault movement

Vougioukas, EA; Theodossis, C; Carydis, PG

dc.contributor.author	Vougioukas, EA	en
dc.contributor.author	Theodossis, C	en
dc.contributor.author	Carydis, PG	en
dc.date.accessioned	2014-03-01T02:48:05Z
dc.date.available	2014-03-01T02:48:05Z
dc.date.issued	1991	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33512
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0025901785&partnerID=40&md5=3edc07b4c855d9a7c908c6137d7f0c2c	en
dc.subject.other	Computer Programming	en
dc.subject.other	Earthquakes	en
dc.subject.other	Pipe--Elasticity	en
dc.subject.other	Seismology	en
dc.subject.other	Soil Mechanics	en
dc.subject.other	Buried Pipelines	en
dc.subject.other	Computer Codes	en
dc.subject.other	Pipe Flexural Stiffness	en
dc.subject.other	Seismic Analysis	en
dc.subject.other	Vertical Fault Movement	en
dc.subject.other	Pipelines	en
dc.title	Seismic analysis of buried pipelines subjected to vertical fault movement	en
heal.type	conferenceItem	en
heal.publicationDate	1991	en
heal.abstract	Earthquakes have demonstrated the vulnerability of buried pipelines, mainly to 'non-dynamic' seismic deformations of the ground, such as liquefaction, landslide and fault movement. This paper presents an analysis procedure that is applicable to both horizontal and vertical fault movement, either for strike slip or reverse strike slip fault. Modifications to an existing computer code have been made so that it includes the previously mentioned parameters, taking also into consideration the severe reduction of the flexural stiffness of the pipe due to large axial forces that appear. Numerous parametric solutions are presented, commented and compared to the results of other investigators.	en
heal.publisher	Publ by ASCE, New York, NY, United States	en
heal.journalName	[No source information available]	en
dc.identifier.spage	432	en
dc.identifier.epage	441	en