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Dynamic Tests of Traditional Wooden House in Kyoto using Large-scale Shaking Table.pdf

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Dynamic Tests of Traditional Wooden House in Kyoto using Large-scale Shaking Table

Summary To evaluate the seismic performance of traditional wooden houses in Kyoto and to verify the seismic reinforcement design method for them, shaking table tests were conducted at the E-defense, National Research Institute for Earth Science and Disaster Prevention. The full-scale specimen is a typical urban and traditional wooden house in Kyoto, so called Kyo-machiya. Based on the approximate response analysis of the specimen, the seismic performance was initially evaluated and the seismic reinforcement was then designed. In shaking table tests, the specimen was first subjected to moderate earthquakes and the seismic performance befor reinforcement was evaluated. Secondly, the specimen was reinforced and the effect of reinforcement was examined under severe earthquakes. From experiments, the response characteristics as damage progressing are clarified and the validity of seismic reinforcement design is also confirmed. 1. Introduction There are a lot of traditional wooden houses called Kyo- machiya in the urban center of Kyoto City. From the field investigation of thirty existing houses, it is found that the seismic performance of traditional wooden houses is low[1]. It is, therefore, necessary to establish rather early the seismic reinforcement design method suitable for Kyo-machiya houses. The objectives of this paper are to clear experimentally the seismic performance of traditional wooden house by shaking table tests and to propose a seismic reinforcement design method. The seismic performance evaluation and seismic reinforcement design are based on the approximate response analysis pursuant to the response-limit capacity analysis regulated by the Building Standard Law Enforcement Order in Japan. Tatsuru SUDA Graduate Student Graduate School of Engineering, Kyoto University,M.Eng Gokasho, Uji, Kyoto 611-0011 Japan Yoshiyuki SUZUKI Professor Disaster Prevention Research Institute, Kyoto University, Dr. Eng Japan Hidemaru SHIMIZU Researcher, Hyogo Earthquake E