000012157 001__ 12157
000012157 005__ 20141205160025.0
000012157 04107 $$aeng
000012157 046__ $$k2008-10-12
000012157 100__ $$aYamada, Koji
000012157 24500 $$aDevelopment of Numerical Analysis for Japanese Mud Wall

000012157 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012157 260__ $$b
000012157 506__ $$arestricted
000012157 520__ $$2eng$$aIn this paper, I propose the numerical analysis method to calculate the restoring characteristic of Japanese mud plaster wall and its variants. The numerical model of mud plaster wall is composed of frame member for both post and beam, the end springs for the connector of frames, rectangular solid model for mud plaster and contact analysis model between mud plaster and frame. The restoring characteristics of end springs are set using examples from element tests. The smeared crack approach is used for mud plaster solid model as reference. The restoring characteristics of mud plaster solid model are set using examples from both the compression test and the splitting test of mud plaster cylinders. The contact element is composed of 2 springs, which transfers only compression. Three models are employed for the comparison between actual tests and analysis. One is the standard mud plaster wall whose length is 910mm, and height is 2730mm with 3 battens. Another model is the wooden frame with hanging wall. And the other model is a mud plaster wall whose length is 1820mm. The comparison between actual tests and analysis shows that the maximum strength, the skeleton curve and the curve in unloading of mud plaster wall are calculated approximately.

000012157 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012157 653__ $$aJapanese mud plaster wall, Numerical analysis, Smeared crack approach, Restoring force characteristic

000012157 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012157 720__ $$aYamada, Koji
000012157 8560_ $$ffischerc@itam.cas.cz
000012157 8564_ $$s222806$$uhttps://invenio.itam.cas.cz/record/12157/files/S12-002.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S12-002.
000012157 962__ $$r9324
000012157 980__ $$aPAPER