000009559 001__ 9559
000009559 005__ 20141205150218.0
000009559 04107 $$aeng
000009559 046__ $$k2008-10-12
000009559 100__ $$aBobadilla, Hugo
000009559 24500 $$aEvaluation of the MPA Procedure for Estimating Seismic Demands: RC-SMRF Buildings

000009559 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009559 260__ $$b
000009559 506__ $$arestricted
000009559 520__ $$2eng$$aThe median seismic demands for 4-, 8-, 12-, and 20-story reinforced concrete special moment resisting frame (RC-SMRF) buildings—designed to comply with current codes—due to an ensemble of 78 ground motions scaled to four intensity levels were computed by MPA and nonlinear RHA, and compared. It is demonstrated that, even for the most intense ground motions that deform the buildings far into the inelastic range, the MPA procedure demonstrates an adequate degree of accuracy that should make it useful for practical application in estimating seismic demands for RC-SMRF buildings. In contrast the FEMA-356 force distributions are inadequate in estimating seismic demands for the 8-, 12-, and 20-story buildings at all excitation intensities, from the weakest that causes response essentially within the linearly elastic range to the strongest that drives the buildings far into the inelastic range.

000009559 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009559 653__ $$aMPA procedure, buildings, pushover, reinforced concrete, seismic demands

000009559 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009559 720__ $$aBobadilla, Hugo$$iChopra, Anil K.
000009559 8560_ $$ffischerc@itam.cas.cz
000009559 8564_ $$s305848$$uhttps://invenio.itam.cas.cz/record/9559/files/05-01-0375.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0375.
000009559 962__ $$r9324
000009559 980__ $$aPAPER