000011829 001__ 11829
000011829 005__ 20141205155951.0
000011829 04107 $$aeng
000011829 046__ $$k2008-10-12
000011829 100__ $$aTanahashi, Hideaki
000011829 24500 $$aPerformances of Wooden Ladder-Type Frames for Seismic Reinforcement of Traditional Timber Structures

000011829 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011829 260__ $$b
000011829 506__ $$arestricted
000011829 520__ $$2eng$$aThere are many traditional timber structures, such as temples, shrines and town houses in Japan. Their rational seismic evaluation is the most important in order to mitigate probable damages caused by great earthquakes in the near future. Thus, the establishing the evaluation method and seismic reinforcement are urgently needed. We, therefore, propose wooden ladder-type frames for seismic reinforcement of traditional timber structures. In order to evaluate the proposed frame, we established the formulation of seismic performances using Pasternak model. We applied the Pasternak model to the elasto-plastic embedment behavior of wood joints, considering the orthotropic properties and the strain hardening. In order to confirm their performances, full scale experiments were carried out and the results are discussed.

000011829 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011829 653__ $$atraditional timber structure, Pasternak model, joint, restoring force characteristics, seismic reinforcement densification,

000011829 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011829 720__ $$aTanahashi, Hideaki$$iOkamura, Masakatsu$$iSuzuki, Yoshiyuki
000011829 8560_ $$ffischerc@itam.cas.cz
000011829 8564_ $$s566958$$uhttps://invenio.itam.cas.cz/record/11829/files/S12-015.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S12-015.
000011829 962__ $$r9324
000011829 980__ $$aPAPER