A Universal modeling method for wooden shear/nonshear walls

Hiroki Matsunaga*, Yuji Mjyazu, Satsuya Soda

*この研究の対応する著者

    研究成果: Article査読

    18 被引用数 (Scopus)

    抄録

    This paper deals with a mechanical model to simulate the random hysteretic characteristics of wooden frame structure precisely. The first part describes a universal modeling method based on load-deflection relations obtained from static cyclic loading tests. This modeling method, which is called extended-normalized-characteristic-loop (ENCI model, is capable of obtaining numerous model parameters automatically from cyclic load-deflection relations and simulating hysteretic energy dissipation precisely The second part includes static random loading tests to confirm the internal hysteretic characteristics of normalized characteristic loop of the structure. In view of the property, the rule of stiffness-degradation due to a repeated random loading was also discussed. The last part is analytical study to confirm the availability of the proposed ENCL model to simulate seismic response behaviors of a structural plywood wall that is subject to an inertial loading test. It is shown that the computed results with use of the proposed ENCL model are in good agreement with the experimental results.

    本文言語English
    ページ(範囲)889-896
    ページ数8
    ジャーナルJournal of Structural and Construction Engineering
    74
    639
    DOI
    出版ステータスPublished - 2009 5月

    ASJC Scopus subject areas

    • 建築および建設
    • 建築

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