Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Hiroyuki Tomatsuri"'
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 78:865-873
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2bf7e4dedbd6e0dc05dee7fc2015f5be
https://doi.org/10.3130/aijs.78.865
https://doi.org/10.3130/aijs.78.865
Autor:
Takumi Satou, Keiji Kitajima, Hiroyuki Tomatsuri, Tadamichi Yamashita, Suguru Shimizu, Kazuhiko Kasai, Tetsushi Inubushi, Yasuo Yamasaki, Yukiko Shima, Yukimori Yanagawa, Koji Takahashi, Hiroyasu Sakata, Masaharu Kubota, Yuki Okamoto, Shinji Ito
Publikováno v:
AIJ Journal of Technology and Design. 19:465-470
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::597fe6d2cdb97b1b5253d76676663451
https://doi.org/10.3130/aijt.19.465
https://doi.org/10.3130/aijt.19.465
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 77:1105-1112
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd003d9806a24e428451743623bce9ce
https://doi.org/10.3130/aijs.77.1105
https://doi.org/10.3130/aijs.77.1105
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 76:1997-2004
The mixed structures composed of reinforced concrete (RC) columns and steel (S) beams are effective for long spans. Lots of beam-column joint details have been developed. These joints need particular arrangements to transmit stresses between S-beams
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7353a716af8594ee86c4a22b506b343c
https://doi.org/10.3130/aijs.76.1997
https://doi.org/10.3130/aijs.76.1997
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 75:1501-1508
An outside strengthening method for R/C buildings utilizing steel frames is proposed by the authors. A total of ten RC frames applying the proposed retrofitting method were tested to clarify the influence of indirect joints between the existing RC fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::19a01448ff313e5665fdb51936c38aa9
https://doi.org/10.3130/aijs.75.1501
https://doi.org/10.3130/aijs.75.1501
Autor:
Hiroyuki Tomatsuri, Hisahiro Hiraishi
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 74:113-120
The test results of the hinge isolated shear walls (called as HISS RC walls) showed slip phenomena at the wall in the large deformation range after flexural yielding. If their slip phenomena had been restricted, they, obviously, could have had stable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c089c28c0cdb57666e4d794af0574b3
https://doi.org/10.3130/aijs.74.113
https://doi.org/10.3130/aijs.74.113
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 72:99-106
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc405b0e28a7f4a69c23370a9d0fdd83
https://doi.org/10.3130/aijs.72.99_1
https://doi.org/10.3130/aijs.72.99_1
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 70:137-143
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fe9aabf5a940d6267be1ceef7194e6a5
https://doi.org/10.3130/aijs.70.137_5
https://doi.org/10.3130/aijs.70.137_5
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 395:48-59
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::90b2ef317ca8304f13d1de42aa65966c
https://doi.org/10.3130/aijsx.395.0_48
https://doi.org/10.3130/aijsx.395.0_48