000010339 001__ 10339
000010339 005__ 20141205155717.0
000010339 04107 $$aeng
000010339 046__ $$k2008-10-12
000010339 100__ $$aIshigaki, Hidenori
000010339 24500 $$aA Study on Seismic Performances of Timber Structures with Moment Resisting Joint

000010339 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010339 260__ $$b
000010339 506__ $$arestricted
000010339 520__ $$2eng$$aThere has recently been increasing use of moment resisting joint in timber structures. In This paper, Analytical study for timber structures with a moment resisting joint have been performed. The joint is made up of steel plates, bolts and steel cotters. The plates and the bolts are embedded with timber element of frame structure. By combining those elements with steel cotters, moment resisting joints can be constructed easily. The skeleton curve of the joint was determined by results of static loading tests using a full scale timber model. The way to make hysteresis model of timber frame with the moment resisting joints from experiment results is proposed. And analysis using the model which supposed actual residence with the moment resisting timber joints was performed. The result of the analysis clearly shows seismic response characteristics and energy absorption performances of the timber frame structure.

000010339 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010339 653__ $$aTimber Structure, Moment Resisting Joint, Dynamic Response Analysis

000010339 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010339 720__ $$aIshigaki, Hidenori$$iSakamaki, Yoshio$$iIshikawa, Yoshitaka$$iHara, Takao$$iOhashi, Yoshimitsu
000010339 8560_ $$ffischerc@itam.cas.cz
000010339 8564_ $$s467821$$uhttps://invenio.itam.cas.cz/record/10339/files/05-04-0021.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0021.
000010339 962__ $$r9324
000010339 980__ $$aPAPER