Seismic Response of a Base-Isolated Building with High Damping-Low Shear Modulus Elastomeric Bearings

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dc.contributor.authorWang, C.Y.
dc.contributor.authorChang, Y.W.
dc.contributor.authorKulak, R.F.
dc.contributor.authorSeidensticker, R.W.
dc.contributor.authorKuroda, T.
dc.contributor.authorKobatake, M.
dc.date.accessioned2016-10-10T18:39:18Z
dc.date.available2016-10-10T18:39:18Z
dc.date.issued1993-08-15T00:00:00+00:00
dc.identifier.urihttp://www.lib.ncsu.edu/resolver/1840.20/24428
dc.publisherIASMiRT
dc.relation.ispartofseriesK - Seismic Response Analysis and Design
dc.relation.ispartofseriesK23 -
dc.relation.ispartofseriesSMiRT 12 - Stuttgart, Germany. August 15-20, 1993
dc.titleSeismic Response of a Base-Isolated Building with High Damping-Low Shear Modulus Elastomeric Bearings
dc.typeConference Proceeding

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1993 - SMiRT 12 - Stuttgart, Germany