Earthquake Response Analysis for Japanese Traditional Wooden Buildings with MUD Walls Using Semi-Rigid Frame Model


Abstract eng:
It 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.

Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2014-12-05, last modified 2014-12-05


Original version of the author's contribution as presented on CD, Paper ID: 14-0030.:
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