지하층이 있는 구조물의 지진응답을 위한 원심모형실험Centrifuge Test for Earthquake Response of Structures with Basements

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 340
  • Download : 0
DC FieldValueLanguage
dc.contributor.author하정곤ko
dc.contributor.author김동관ko
dc.contributor.author박홍근ko
dc.contributor.authorKim, Dong-Sooko
dc.date.accessioned2016-11-09T03:07:08Z-
dc.date.available2016-11-09T03:07:08Z-
dc.date.created2016-10-12-
dc.date.created2016-10-12-
dc.date.created2016-10-12-
dc.date.created2016-10-12-
dc.date.issued2016-07-
dc.identifier.citation한국지진공학회논문집, v.20, no.4, pp.223 - 234-
dc.identifier.issn1226-525X-
dc.identifier.urihttp://hdl.handle.net/10203/213597-
dc.description.abstractTo investigate earthquake responses of structures with basements affected by soil deposits, centrifuge tests were performed using an in-flight earthquake simulator. The test specimen was composed of a single-degree-of-freedom structure model, a basement and sub-soil deposits in a centrifuge container. The test parameters were the dynamic period of the structure model, boundary conditions of the basement, existence of soil deposits, centrifugal acceleration level, and type and level of input earthquake accelerations. When soil deposits did not exist, the earthquake responses of the structures with fixed basement were significantly greater than those of the structure without basement. Also, the earthquake responses of the structures with the fixed basement surrounded by soil deposits were amplified, but the amplifications were smaller than those of the structures without basement. The earthquake responses of the structures with the half-embedded basement in the soil deposits were greater than those estimated by the fixed base model using the measured free-field ground motion. The test showed that the basement and the soil deposit should be simultaneously considered in the numerical analysis model, and the stiffness of the half-embedded was not effective.-
dc.languageKorean-
dc.publisher한국지진공학회-
dc.title지하층이 있는 구조물의 지진응답을 위한 원심모형실험-
dc.title.alternativeCentrifuge Test for Earthquake Response of Structures with Basements-
dc.typeArticle-
dc.type.rimsART-
dc.citation.volume20-
dc.citation.issue4-
dc.citation.beginningpage223-
dc.citation.endingpage234-
dc.citation.publicationname한국지진공학회논문집-
dc.identifier.kciidART002120889-
dc.contributor.localauthorKim, Dong-Soo-
dc.contributor.nonIdAuthor김동관-
dc.contributor.nonIdAuthor박홍근-
dc.description.isOpenAccessN-
dc.subject.keywordAuthorSoil-structure interaction-
dc.subject.keywordAuthorSeismic design-
dc.subject.keywordAuthorBasement-
dc.subject.keywordAuthorCentrifuge test-
Appears in Collection
CE-Journal Papers(저널논문)
Files in This Item
There are no files associated with this item.

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0