000010913 001__ 10913
000010913 005__ 20141205155816.0
000010913 04107 $$aeng
000010913 046__ $$k2008-10-12
000010913 100__ $$aMatsumoto, Shinya
000010913 24500 $$aEarthquake Response Analysis for Japanese Traditional Wooden Buildings with MUD Walls Using Semi-Rigid Frame Model

000010913 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010913 260__ $$b
000010913 506__ $$arestricted
000010913 520__ $$2eng$$aIt is carried out the vibration test for full scale building by large three-dimensional shaking table in recent years. In this paper, we compare the present earthquake response analysis with full-scale vibration test for Japanese traditional wooden building on Hyogo Earthquake Engineering Research Center ‘E-defense’ in 2006. Those traditional wooden buildings have mud walls for earthquake resisting element. Then, we illustrate the modeling for mud walls and the beam-column joints using on the semi-rigid frame analysis. And, we investigate the validity of this modeling and characteristics of the solution on earthquake response for Japanese traditional wooden buildings.

000010913 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010913 653__ $$aJapanese traditional wooden buildings, semi-rigid frame, mud walls, earthquake response analysis, frame analysis

000010913 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010913 720__ $$aMatsumoto, Shinya$$iSuzuki, Yoshiyuki
000010913 8560_ $$ffischerc@itam.cas.cz
000010913 8564_ $$s188364$$uhttps://invenio.itam.cas.cz/record/10913/files/14-0030.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0030.
000010913 962__ $$r9324
000010913 980__ $$aPAPER