Abstract:�Case of isolated framed shear walls subjected to diagonal load�Yukichi KANEHIRA, Norikazu ONOZATO This paper describes analysis accuracy of maximum strength of isolated framed shear walls by limit analysis macro model. This model is established from analysis output by elasto-plasticity analysis macro model. This model is considered based on the lower bound theorem of the limit-analysis theory. This model can apply shear strength of frames. This model guesses maximum strength of experiments with sufficient acc… Show more
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