000010478 001__ 10478
000010478 005__ 20141205155731.0
000010478 04107 $$aeng
000010478 046__ $$k2008-10-12
000010478 100__ $$aKawakami, T.
000010478 24500 $$aResponse Analysis Method of Traditional Wooden Structure Placed Free on Foundation

000010478 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010478 260__ $$b
000010478 506__ $$arestricted
000010478 520__ $$2eng$$aIn this paper, a method of response analysis for traditional wooden structures is presented. Their columns are just placed and not fastened on foundations. Sliding and rotating behaviors in addition to shear deformation of wooden frame occur during earthquakes, and they are then considered in the analysis. The effects of impact between columns and foundations are also taken into account. Necessary conditions for occurrences of sliding and rotating are examined, and two-dimensional equations of motion are formulated. In order to verify the proposed method, shaking table tests were carried out. First, the analytical results for sliding response of a short and rigid wooden frame model without shear deforming and rotating under horizontal excitation show good agreement with the results of shaking table tests. Secondly the analytical results for shear deforming, rotating and sliding responses of a full-scale wooden frame agree well with the experimental results. It is found that the proposed analytical method can comprehend the special behaviors including sliding and rotating of traditional wooden structures under earthquakes.

000010478 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010478 653__ $$aTraditional wooden building, Sliding, Rotating, Shaking table test, Response analysis

000010478 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010478 720__ $$aKawakami, T.$$iMukaibo, K.$$iSuzuki, Y.
000010478 8560_ $$ffischerc@itam.cas.cz
000010478 8564_ $$s650412$$uhttps://invenio.itam.cas.cz/record/10478/files/05-04-0070.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0070.
000010478 962__ $$r9324
000010478 980__ $$aPAPER