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SUGINO, Mina; NAKANISHI, Toya; MORIYA, Yuki; TAKIYAMA, Noriko; HAYASHI, Yasuhiro
Journal of Structural and Construction Engineering (Transactions of AIJ), 07/2014, Volume: 79, Issue: 700Journal Article
The objectives of this study are to analyze the dynamic behavior and to evaluate the maximum response of two-storied traditional wooden buildings against pulse-like ground motions. It was found from shaking table test and simulation analyses of two-storied wooden frames that structural properties cause the interactive effects between the first and second story, asymmetric restoring force characteristic, and uplift motion of column base. Based on the experiment, we suggest the simplified evaluation method of maximum deformation which is evaluated from equivalent natural period of building, period and displacement of input pulse wave using response spectrum.
