000011230 001__ 11230
000011230 005__ 20141205155849.0
000011230 04107 $$aeng
000011230 046__ $$k2008-10-12
000011230 100__ $$aOoka, Yu
000011230 24500 $$aEffct of Deterioration of Structural Members and Joints on Earthquake Response of Japanese Traditional Wooden Temple

000011230 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011230 260__ $$b
000011230 506__ $$arestricted
000011230 520__ $$2eng$$aThis paper examined the effect of aged deterioration of structural members and joints on the earthquake response of a traditional Japanese wooden temple in Kyoto. First, the effect of deterioration at the joints was studied. Push-over analysis and nonlinear earthquake response analysis showed that deterioration of the beam-column joints decreased the ultimate horizontal resistant force, and increased the maximum response displacement of the temple. Next, the effect of deterioration due to age of the structural member was studied. The structural members of the objective temple are made of old zelkova wood, the Young's modulus of which decreased continuously once it has been used as a structural member 350 years ago. Static and dynamic analyses showed that the smaller Young’s modulus decreased the ultimate horizontal resistant force and increased the maximum response displacement of the temple. However, the risk of total collapse is considered to be low if the deterioration ratio of the modulus is linear to the ages. wooden structure, aged deterioration, push-over analysis, cultural heritage nonlinear earthquake response analysis

000011230 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011230 653__ $$a

000011230 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011230 720__ $$aOoka, Yu$$iSuzuki, Takashi$$iIzuno, Kazuyuki$$iToki, Kenzo
000011230 8560_ $$ffischerc@itam.cas.cz
000011230 8564_ $$s515937$$uhttps://invenio.itam.cas.cz/record/11230/files/05-04-0056.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0056.
000011230 962__ $$r9324
000011230 980__ $$aPAPER