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dc.contributor.authorTsopelas, P.en_US
dc.contributor.authorNagarajaiah, S.
dc.contributor.authorConstantinou, M.C.
dc.contributor.authorReinhorn, A.M.
dc.date.accessioned2010-07-29T14:13:16Zen_US
dc.date.accessioned2010-08-17T17:13:20Zen_US
dc.date.accessioned2014-02-10T20:26:17Z
dc.date.available2010-07-29T14:13:16Zen_US
dc.date.available2010-08-17T17:13:20Zen_US
dc.date.available2014-02-10T20:26:17Z
dc.date.issued1991en_US
dc.identifier91-0014en_US
dc.identifier.govdocPB92-113885en_US
dc.identifier.urihttp://hdl.handle.net/10477/857en_US
dc.description.abstractOver the last few years, a special purpose computer program, 3D-BASIS, has been developed for the dynamic analysis of base isolated building structures. This program was described in NCEER reports 89-0019 and 91-0005. In this report, 3D-BASIS is extended to the case of multiple buildings with a common isolation basemat, while retaining other features of 3D-BASIS. The program is called 3D-BASIS-M and its development and verification are presented herein. Also included in this report are the User's Guide, Input-Output printout of a case study considered in the report, and the source code for easy reference.en_US
dc.description.sponsorshipUniversity at Buffaloen_US
dc.format.extent208en_US
dc.title3D-BASIS-M: Nonlinear Dynamic Analysis of Multiple Building Base Isolated Structuresen_US


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