Study on Non-Linear Analytical Method Considering Lateral Shear Failure Mechanism for RCCV Under Internal Pressure

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dc.contributor.authorMiyamoto, A.
dc.contributor.authorNaganuma, K.
dc.contributor.authorKato, Y.
dc.contributor.authorSato, K.
dc.contributor.authorHoshi, T.
dc.contributor.authorSakaba, H.
dc.date.accessioned2016-10-10T18:39:04Z
dc.date.available2016-10-10T18:39:04Z
dc.date.issued1993-08-15T00:00:00+00:00
dc.identifier.urihttp://www.lib.ncsu.edu/resolver/1840.20/24227
dc.publisherIASMiRT
dc.relation.ispartofseriesH - Concrete and Concrete Structures
dc.relation.ispartofseriesH05 - Structural Integrity and Damage
dc.relation.ispartofseriesSMiRT 12 - Stuttgart, Germany. August 15-20, 1993
dc.titleStudy on Non-Linear Analytical Method Considering Lateral Shear Failure Mechanism for RCCV Under Internal Pressure
dc.typeConference Proceeding

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1993 - SMiRT 12 - Stuttgart, Germany