000010584 001__ 10584
000010584 005__ 20141205155742.0
000010584 04107 $$aeng
000010584 046__ $$k2008-10-12
000010584 100__ $$aKuramoto, Hiroshi
000010584 24500 $$aPrediction of Shear Contribution of Walls in RC Wall-Frame Buildings under Earthquake Motions

000010584 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010584 260__ $$b
000010584 506__ $$arestricted
000010584 520__ $$2eng$$aThis paper shows two earthquake response evaluation methods for multi-story wall-frame buildings. One is a method of redistributing the representative shear in an equivalent SDOF system reduced from the wall-frame building to the first mode components of the story shears contributed by the shear walls and frames, and the other is a method of evaluating the higher mode components of the story shears. Time history earthquake response analysis and pushover analysis for three types of 12 story RC wall-frame building with different wall layouts are performed to examine the prediction accuracy of earthquake responses by the proposed methods. Good agreements between the results of the proposed methods and the earthquake response analysis are obtained in terms of the story shears contributed by the shear walls and frames.

000010584 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010584 653__ $$aRC wall-frame buildings, Earthquake response evaluation, Equivalent SDOF system, Higher mode response, Story shear contribution ratio.

000010584 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010584 720__ $$aKuramoto, Hiroshi$$iAkita, Tomofusa
000010584 8560_ $$ffischerc@itam.cas.cz
000010584 8564_ $$s327595$$uhttps://invenio.itam.cas.cz/record/10584/files/S15-003.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S15-003.
000010584 962__ $$r9324
000010584 980__ $$aPAPER