Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/68044
DC FieldValue
dc.titleSeismic response of base isolated buildings including P-Δ effects of isolation bearings
dc.contributor.authorKoh, C.G.
dc.contributor.authorBalendra, T.
dc.date.accessioned2014-06-18T05:33:49Z
dc.date.available2014-06-18T05:33:49Z
dc.date.issued1989
dc.identifier.citationKoh, C.G.,Balendra, T. (1989). Seismic response of base isolated buildings including P-Δ effects of isolation bearings. Earthquake Engineering & Structural Dynamics 18 (4) : 461-473. ScholarBank@NUS Repository.
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/68044
dc.description.abstractA study of seismic response of base isolated buildings is presented in this paper, fully accounting for the P-Δ effects of isolation bearings. An analytical procedure is formulated that treats separately the superstructure and the supporting bearings and assembles the governing equations via the interaction forces at the base deck. The resulting equations are then solved step-by-step numerically. Numerical results obtained for a base isolated five-storey shear building show that neglecting the P-Δ effects can lead to considerable errors in the computed seismic response when the buckling safety factor of bearings is low. -Authors
dc.sourceScopus
dc.typeOthers
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleEarthquake Engineering & Structural Dynamics
dc.description.volume18
dc.description.issue4
dc.description.page461-473
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.