Application of 1000N Class Ultra-high Strength Steel to the Building
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Bibliographic Details
| Author(s): |
Satoshi Kitaoka
Kohji Fukuda Yasuo Ichinohe Ryoichi Kanno Kenzo Taga |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015 | ||||
| Published in: | IABSE Conference Nara 2015 | ||||
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| Page(s): | 348-349 | ||||
| Total no. of pages: | 6 | ||||
| Year: | 2015 | ||||
| DOI: | 10.2749/222137815815775321 | ||||
| Abstract: |
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. |
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| Keywords: |
local buckling high axial load ultra-high strength steel centralized vibration control structure welded H-section column
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