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本論は,文献 14)~ 16)に発表したものに,検討を加えてまとめたものである. * 京都大学大学院工学研究科建築学専攻 准教授・博士(工学) Assoc. Prof., Dept. of Architecture and Architectural Eng., Kyoto univ., Dr. Eng. ** ゼン建築構造事務所 修士(工学) Zen Structural Design Ofce, M. Eng. (元大阪工業大学大学院生) (Former Graduate Student, Osaka Institute of Technology) *** 京都大学大学院工学研究科建築学専攻 大学院生 Graduate Student, Dept. of Architecture and Architectural Eng., Kyoto univ. We have developed a new floor system to enhance seismic performance of a building structure as well as dismantlement. This floor system is built up by installing visco-elastic materials (VEM) between floor slab and beam upper flange. This paper deals with numerical analysis and shaking table test in order to verify elastic seismic response of single-steel structure equipped with the proposed floor system. From analytical and experimental studies, it is clarified that the effect of response reduction is caused by increment of damping factor and the maximum response can be predicted by the response spectrum method.

ELASTIC RESPONSE OF SINGLE-STORY STEEL STRUCTURE WITH SEISMIC FLOOR SYSTEM