Show simple item record

dc.contributor.authorConstantinou, M.C.en_US
dc.contributor.authorTheodossiou, D.
dc.date.accessioned2010-07-29T14:13:19Zen_US
dc.date.accessioned2010-08-17T17:10:41Zen_US
dc.date.accessioned2014-02-10T20:23:39Z
dc.date.available2010-07-29T14:13:19Zen_US
dc.date.available2010-08-17T17:10:41Zen_US
dc.date.available2014-02-10T20:23:39Z
dc.date.issued1991en_US
dc.identifier91-0015en_US
dc.identifier.govdocPB92-114602en_US
dc.identifier.urihttp://hdl.handle.net/10477/749en_US
dc.description.abstractThe Structural Engineers Association of California (SEAOC) developed "Tentative General Requirements for the Design and Construction of Seismic Isolated Structures" in 1990. The SEAOC report specifies analysis procedures for seismically isolated structures, including a static and dynamic analysis procedure. This report describes a study that concentrated on verifying these procedures for sliding seismically isolated structures. The study involved evaluation of the response of sliding seismically isolated structures with stiff and flexible superstructure; and comparison of dynamic analysis results with the results of the static analysis procedure of SEAOC. The main conclusion is that a degree of conservatism exists in the SEAOC static analysis procedures. Specific cases are studied and the differences quantified.en_US
dc.description.sponsorshipUniversity at Buffaloen_US
dc.format.extent256en_US
dc.titleEvaluation of SEAOC Design Requirements for Sliding Isolated Structuresen_US


Files in this item

Thumbnail
Thumbnail

This item appears in the following Collection(s)

Show simple item record