Nonlinear Analysis of Multi-Story Unsymmetric Buildings Regular in Elevation with Elasto-Plastic Seismic Control Devices
By Kenji Fujii, Yoshiaki Nakano and Hiroyasu Sakata

Concrete Research and Technology
Vol.17, No.1, Jan 2006 (Issue 40)


Synopsis:
Nonlinear response of multi-story unsymmetric buildings regular in elevation with elasto-plastic seismic control devices under bi-directional excitation is discussed and the effect of elastio-plastic seismic control devices are examined. Then a nonlinear static procedure to estimate the maximum drift of multi-story unsymmetric buildings with elasto-plastic seismic control devices is presented and its applicability is discussed. The results obtained by the proposed procedure are compared with the nonlinear time-history analysis results, and satisfactory prediction can be found by the presented procedure.
Keywords:
Bi-Directional Excitation, Multi-Story Unsymmetric Building, Elasto-Plastic Seismic Control Devices, Equivalent SDOF Model, Equivalent Linearization Procedure

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