Application of 1000N Class Ultra-high Strength Steel to the Building
|
|
|||||||||||
Détails bibliographiques
| Auteur(s): |
Satoshi Kitaoka
Kohji Fukuda Yasuo Ichinohe Ryoichi Kanno Kenzo Taga |
||||
|---|---|---|---|---|---|
| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015 | ||||
| Publié dans: | IABSE Conference Nara 2015 | ||||
|
|||||
| Page(s): | 348-349 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| Année: | 2015 | ||||
| DOI: | 10.2749/222137815815775321 | ||||
| Abstrait: |
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 condition that horizontal force and axial force due to earthquakes are exerted are reported. |
||||