Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Yasuo Ichinohe"'
Publikováno v:
Japan Architectural Review, Vol 4, Iss 1, Pp 41-55 (2021)
Abstract The objective of this study was to clarify the cyclic behavior of square concrete‐filled steel tube (CFT) beam‐columns subjected to lateral loads with constant cyclic displacement under constant axial load. The test parameters included t
Externí odkaz:
https://doaj.org/article/ad12911d8eff48cd8c0a3feeefa582b8
Publikováno v:
JAPAN ARCHITECTURAL REVIEW. 4:41-55
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 85:981-991
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 84:725-735
Autor:
Hiroshi Ito, Yasuo Ichinohe
Publikováno v:
JOURNAL OF THE JAPAN WELDING SOCIETY. 87:200-204
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 82:1461-1471
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 79:1667-1675
Autor:
Kenzo Taga, Yasuo Ichinohe, Tomoya Kawabata, Motohide Tada, Kouji Fukuda, Toshiyuki Numata, Shoichiro Fujihira, Tomoyuki Hashida, Susumu Kuwahara, Isao Kohzu, Masamichi Sasaki
Publikováno v:
QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY. 29:114-124
Autor:
Kouji Fukuda, Shoichiro Fujihira, Motohide Tada, Toshiyuki Numata, Tomoyuki Hashida, Yasuo Ichinohe, Tomoya Kawabata, Isao Kohzu, Seiji Mukaide, Kenzo Taga, Masamichi Sasaki, Susumu Kuwahara
Publikováno v:
QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY. 29:125-134
Recently, ultra high strength steel plate such as 1000N (950N/mm2 Class) class strength is focused as material of various type of steel structure. 1000N class steel has already applied in hydropower plant in order to enjoy its effect on weight and co
Publikováno v:
IABSE Conference, Nara 2015: Elegance in structures.
This paper presents the outline of the building to which 1000N class ultra-high strength steel has applied for the first time in the world. In addition, experiments and FEM analyses on 1000N class welded H-section columns assumed to be under the cond