000010005 001__ 10005
000010005 005__ 20141205154137.0
000010005 04107 $$aeng
000010005 046__ $$k2008-10-12
000010005 100__ $$aFujii, K.
000010005 24500 $$aNonlinear Static Procedure for Reinforced Concrete Asymmetric Buildings with Linear Viscous Dampers

000010005 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010005 260__ $$b
000010005 506__ $$arestricted
000010005 520__ $$2eng$$aIn this paper, the Nonlinear Static Procedure (NSP) is extended for reinforced concrete single-story asymmetric building with linear viscous dampers. In this procedure, their responses are predicted through a nonlinear static analysis of MDOF model considering the contribution of linear viscous damper to the fundamental mode shape and an estimation of the nonlinear response of equivalent SDOF model using equivalent linearization technique. The peak drift of each frame predicted by the proposed procedure are compared with the results obtained by the time-history analysis. The results show that nonlinear response of single-story asymmetric buildings with viscous dampers can be satisfactory predicted by the procedure discussed in this paper.

000010005 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010005 653__ $$aasymmetric buildings, damper, nonlinear static procedure(NSP), pushover analysis

000010005 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010005 720__ $$aFujii, K.
000010005 8560_ $$ffischerc@itam.cas.cz
000010005 8564_ $$s316319$$uhttps://invenio.itam.cas.cz/record/10005/files/05-03-0043.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0043.
000010005 962__ $$r9324
000010005 980__ $$aPAPER