Zobrazeno 1 - 10
of 74
pro vyhledávání: '"Toshimi KABEYASAWA"'
Autor:
Jae‐Do Kang, Koichi Kajiwara, Yusuke Tosauchi, Eiji Sato, Takahito Inoue, Toshimi Kabeyasawa, Hitoshi Shiohara, Takuya Nagae, Toshikazu Kabeyasawa, Hiroshi Fukuyama, Tomohisa Mukai
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:1932-1955
Publikováno v:
Journal of Structural Engineering B. :294-300
Autor:
Jae‐Do Kang, Koichi Kajiwara, Yusuke Tosauchi, Eiji Sato, Takahito Inoue, Toshimi Kabeyasawa, Hitoshi Shiohara, Takuya Nagae, Toshikazu Kabeyasawa, Hiroshi Fukuyama, Tomohisa Mukai
Publikováno v:
Earthquake Engineering & Structural Dynamics.
Autor:
Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Cheng Xiongjie, Jae-do Kang, Takuya Nagae, Koichi Kajiwara
Publikováno v:
Bulletin of Earthquake Engineering.
Autor:
Toshikazu Kabeyasawa, Toshimi Kabeyasawa, Cheng Xiongjie, Jae-do Kang, Takuya Nagae, Koichi Kajiwara
The ten-story full-scale shaking table tests conducted in 2015 and 2018 are simulated by analytical models such as being used in design practice or proposed in recent research and compared with the test data to simulate 1) the effective slab width on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7edba8b2393001a3613aa76a42a7df52
https://doi.org/10.21203/rs.3.rs-1713609/v1
https://doi.org/10.21203/rs.3.rs-1713609/v1
Autor:
Tomohisa Mukai, Koichi Kajiwara, Kunio Fukuyama, Toshikazu Kabeyasawa, Hiroshi Fukuyama, Yusuke Tosauchi, Toshimi Kabeyasawa, Eiji Sato, Takuya Nagae, Hitoshi Shiohara, Takahito Inoue
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 83:1139-1149
Autor:
Toshimi Kabeyasawa1 kabe@eri.u-tokyo.ac.jp, Toshikazu Kabeyasawa2 tosikazu@tmu.ac.jp, Hiroshi Fukuyama3 fukuyama-h92ta@nilim.go.jp
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. Dec2017, Vol. 50 Issue 4, p517-526. 10p.
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 50:517-526
The effects of floor slabs on the flexural strength of beams in reinforced concrete buildings under seismic action were verified through tests of frame assembly specimens. A series of experimental and analytical investigations were conducted from 201
Autor:
Toshimi Kabeyasawa, Koichi Kajiwara, Atsushi Aoi, Hiroshi Fukuyama, Satoshi Yamada, Hiroyuki Tagawa, Daiki Sato, Tsuyoshi Seike, Tomohiro Sasaki
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 82:831-841
Autor:
Koichi Kajiwara, Hiroshi Fukuyama, Toshikazu Kabeyasawa, Takuya Nagae, Kunio Fukuyama, Yusuke Tosauchi, Tomohisa Mukai, Jae-Do Kang, Toshimi Kabeyasawa, Takahito Inoue, Hitoshi Shiohara, Eiji Sato
Publikováno v:
Engineering Structures. 233:111848
In this paper, results are presented from shaking-table tests of a full-scale 10-story reinforced-concrete structure to confirm the behavior of a free-standing system with a base that permits both sliding and uplifting. The purpose of this system is