000018998 001__ 18998
000018998 005__ 20170118182254.0
000018998 04107 $$aeng
000018998 046__ $$k2017-01-09
000018998 100__ $$aKato, Sho
000018998 24500 $$aSeismic Performance Evaluation Based on Static Loading Tests of Timber Frame Structures With Large Hanging Walls and Full Walls

000018998 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018998 260__ $$b
000018998 506__ $$arestricted
000018998 520__ $$2eng$$aIn Japan, there are a lot of traditional timber buildings. In our investigation of the traditional timber houses, the structures which consist of tall hanging walls and beams called Sashigamoi in Japanese were found. Fig. 1 shows an example of the structures with large hanging walls in the historical timber houses. Timber frame structures with hanging walls are very important factor to think of seismic safety of timber buildings because the timber frames with hanging walls can lead to collapse of the whole buildings by breakage of the columns at the joints of the lower end of the hanging walls. The purpose of this study is demonstrative investigation of mechanical characteristics of timber frame structures with large hanging walls aiming for construction of a reasonable and practical seismic evaluation method. In this paper, we show the results of the static loading tests of the historical timber frames with large hanging walls, which have the walls at a part under the hanging walls. We examine the effect of the width of the walls and the number of the columns on the maximum restoring force and the deformation performance in the specimens. As a result, the following conclusions have been drawn. 1)

000018998 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018998 653__ $$aHistorical timber building; Hanging wall; seismic performance evaluation; Static loading test

000018998 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018998 720__ $$aKato, Sho$$iSugino, Mina$$iHayashi, Yasuhiro$$iOhmura, Saki
000018998 8560_ $$ffischerc@itam.cas.cz
000018998 8564_ $$s733607$$uhttps://invenio.itam.cas.cz/record/18998/files/2661.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2661.
000018998 962__ $$r16048
000018998 980__ $$aPAPER