STRRENGTH AND DUCTILITY OF TRANSVERSELY PROFILED SIMPLY SUPPORTED STEEL PLATE UNDER COMPRESSION
-
- SUGIURA Kunitomo
- 京都大学大学院 工学研究科都市環境工学専攻
-
- YAMAGUCHI Takashi
- 大阪市立大学大学院 工学研究科都市系専攻
-
- KUMANO Takuji
- 川鉄橋梁鉄構株式会社 橋梁事業本部 技術部
-
- WATANABE Eiichi
- 京都大学大学院 工学研究科社会基盤工学専攻
Bibliographic Information
- Other Title
-
- 板幅方向にテーパーを有する鋼製周辺単純支持板の圧縮強度と変形能
- イタハバ ホウコウ ニ テーパー オ ユウスル コウセイ シュウヘン タンジュン シジバン ノ アッシュク キョウド ト ヘンケイノウ
Search this article
Abstract
Studied herein is the strength, ductility and energy absorption capacity of simply supported steel plate profiled transversely under uniform compression. In order to assess the effect of the taper ratio of steel plate thickness on the structural performance, the elasto-plastic finite displacement analysis is carried out, varying the taper ratio as well as the plate slenderness parameter. It is concluded that the transversely profied steel plate in the shape of concavity can have superiority in strength, ductility as well as energy absorption capacity.
Journal
-
- Doboku Gakkai Ronbunshu
-
Doboku Gakkai Ronbunshu 2005 (780), 780_231-780_239, 2005
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205602190336
-
- NII Article ID
- 10013712798
-
- NII Book ID
- AN10014020
-
- ISSN
- 18827187
- 02897806
-
- NDL BIB ID
- 7236250
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- NDL
- Crossref
- CiNii Articles
-
- Abstract License Flag
- Disallowed