Poster-E

[PE-03] Analytical Study on Horizontal Load-carrying Capacity Required to Ensure Seismic Performance of Steel Construction Using CLTs as Seismic Element

*Shota Okumura¹, Koji Fukumoto², Tadashi Ishihara³, Hiroshi Isoda⁴ (1. Okayama Univ. (Japan), 2. Okayama Univ. (Japan), 3. Tokyo Institute of Technology Univ. (Japan), 4. Kyoto Univ. (Japan))

キーワード：Steel+CLT Hybrid Structure, Seismic Performance, Seismic Response