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Article: Dynamic interaction analysis of a circular cylindrical shell of finite length in a half-space

TitleDynamic interaction analysis of a circular cylindrical shell of finite length in a half-space
Authors
Cheung, YKZhu, JX
Issue Date1992
Citation
Earthquake Engineering & Structural Dynamics, 1992, v. 21 n. 9, p. 799-809 How to Cite?
AbstractA study on the transient response of a circular cylindrical shell of finite length embedded in a homogeneous, isotropic and linear elastic half-space is presented. The soil-structure system is subjected to suddenly applied explosion waves. The numerical method employed is a combination of the time domain semi-analytical boundary element method used for the semi-infinite soil medium and the finite strip method used for the circular cylindrical shell. The dynamic responses at the interface between the soil medium and the structure for every time step are obtained. Numerical examples are presented in detail to demonstrate the use and versatility of the proposed method. -from Authors
Persistent Identifierhttp://hdl.handle.net/10722/149987

 

DC FieldValueLanguage
dc.contributor.authorCheung, YKen_US
dc.contributor.authorZhu, JXen_US
dc.date.accessioned2012-06-26T06:00:57Z-
dc.date.available2012-06-26T06:00:57Z-
dc.date.issued1992en_US
dc.identifier.citationEarthquake Engineering & Structural Dynamics, 1992, v. 21 n. 9, p. 799-809en_US
dc.identifier.urihttp://hdl.handle.net/10722/149987-
dc.description.abstractA study on the transient response of a circular cylindrical shell of finite length embedded in a homogeneous, isotropic and linear elastic half-space is presented. The soil-structure system is subjected to suddenly applied explosion waves. The numerical method employed is a combination of the time domain semi-analytical boundary element method used for the semi-infinite soil medium and the finite strip method used for the circular cylindrical shell. The dynamic responses at the interface between the soil medium and the structure for every time step are obtained. Numerical examples are presented in detail to demonstrate the use and versatility of the proposed method. -from Authorsen_US
dc.languageengen_US
dc.relation.ispartofEarthquake Engineering & Structural Dynamicsen_US
dc.titleDynamic interaction analysis of a circular cylindrical shell of finite length in a half-spaceen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0027008935en_US
dc.identifier.volume21en_US
dc.identifier.issue9en_US
dc.identifier.spage799en_US
dc.identifier.epage809en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridZhu, JX=7405689540en_US

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