Abstract
A macro-model composed of bar elements was proposed for applying to an elasto-plastic dynamic analysis for the three dimensional reinforced concrete shear wall. This macro-model enabled us to grasp the dynamic characteristics of, shear walls by using a theoretical approach with the result of material tests. By using this macro-model, various kinds of consideration were made on the result of the pseudo dynamic tests described in the previous report, Part 1, and it was shown that the elasto-plastic response behaviors obtained by analysis agreed well with the test results, and thus the effectiveness of this model was confirmed.
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