Session Details
H Timber structure
Wed. Mar 19, 2025 3:30 PM - 5:00 PM JST
Wed. Mar 19, 2025 6:30 AM - 8:00 AM UTC
Wed. Mar 19, 2025 6:30 AM - 8:00 AM UTC
Room10(Conference building 3F / Shirakashi Conference Room 2)
Chair:Yasunobu Noda(FFPRI), Hiroto Suesada(Shinshu Univ.)
[H19-10-1530]Structural performance of rectangular CLT shear walls incorporated in Japanese post-and-beam timber frame
○Seiya Kitagawa1, Takuya Tsuji1, Hiroshi Isoda1, Takafumi Nakagawa1, So Momose1 (1. Kyoto Univ.)
[H19-10-1545]Shaking table tests of single-story CLT buildings with metal
connectors for conventional houses
○So Momose1, Takuya Tsuji1, Takafumi Nakagawa1, Hiroshi Isoda1, Shoichi Nakashima2, Yasuhiro Araki3 (1. Kyoto University, 2. BRI, 3. NILIM)
[H19-10-1600]Static Loading Test of CLT Wall with Multiple Small Openings
○KOICHIRO NAKA1, HIROSHI ISODA1, TAKAFUMI NAKAGAWA 1, MASATOSHI SHINOHARA2, TOSHIKATSU ARAHATA2, TAKURO MORI3, KETA SOGABE3, KAZUYA NAMBA4, SOICHI NAGATA4 (1. Kyoto Univ., 2. KKE, 3. Hiroshima Univ., 4. LD・K)
[H19-10-1615]Static lateral load test of steel frame hybrid structure infilled with a CLT shear wall
○Mizuki Komori1, Yuki Hashimoto1, Ai Tomita1, Hiroshi Isoda1, Koji Fukumoto2, Shota Okumura2 (1. Kyoto Univ., 2. Okayama Univ.)
[H19-10-1630]Evaluation of shear creep behavior of wooden screw-steel splice plate joints with cypress CLT and short-term shear performance after long-term testing.
○Kaito Yamagata1, Takuro Mori1, Koji Harada2, Kei Tanaka3, Mikio Koshihara4 (1. Hiroshima University, 2. Wood Structure Prom INC., 3. Oita Univ., 4. The Univ. of Tokyo)
[H19-10-1645]Static Loading Test of CLT+2×4 4story Frame
○Hiyuu Iwasaki1, Hiroshi Isoda1, Takuya Tsuji1, Shoichi Nakashima2, Yasuhiro Araki3, Kotaro Sumida4 (1. Kyoto Univ., 2. BRI, 3. NILIM, 4. Nara Women’s Univ.)