抄録
The fiber model which is one kind of frame analysis methods is sometimes used as an effective tool for nonlinear dynamic analysis because of its ability to consider 2 axis bending moment and varying axial force easily. Recently, a seismic evaluation method which adopts the strain for evaluating the seismic performance of steel box members was proposed. However, it is thought that this previous method has some issues to be improved and is not adequate for evaluating the seismic performance of steel box members. In this study, the validity of the previous method was investigated and a new method for evaluating the seismic performance was proposed for hollow stiffened steel box members. Finally, the validity of the proposed method was confirmed by comparing evaluation results by the proposed method with experimental data and FEM analysis data.
| 元の言語 | English |
|---|---|
| ホスト出版物のタイトル | EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction |
| 出版物ステータス | Published - 2008 |
| 外部発表 | Yes |
| イベント | 11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11 - Taipei, Taiwan, Province of China 継続期間: 2008 11 19 → 2008 11 21 |
Other
| Other | 11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11 |
|---|---|
| 国 | Taiwan, Province of China |
| 市 | Taipei |
| 期間 | 08/11/19 → 08/11/21 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
これを引用
Evaluation methods for seismic performance of stiffened steel box members with fiber model. / Tokunaga, M.; Ono, Kiyoshi; Hashimoto, A.; Nishimura, N.
EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction. 2008.研究成果: Conference contribution
}
TY - GEN
T1 - Evaluation methods for seismic performance of stiffened steel box members with fiber model
AU - Tokunaga, M.
AU - Ono, Kiyoshi
AU - Hashimoto, A.
AU - Nishimura, N.
PY - 2008
Y1 - 2008
N2 - The fiber model which is one kind of frame analysis methods is sometimes used as an effective tool for nonlinear dynamic analysis because of its ability to consider 2 axis bending moment and varying axial force easily. Recently, a seismic evaluation method which adopts the strain for evaluating the seismic performance of steel box members was proposed. However, it is thought that this previous method has some issues to be improved and is not adequate for evaluating the seismic performance of steel box members. In this study, the validity of the previous method was investigated and a new method for evaluating the seismic performance was proposed for hollow stiffened steel box members. Finally, the validity of the proposed method was confirmed by comparing evaluation results by the proposed method with experimental data and FEM analysis data.
AB - The fiber model which is one kind of frame analysis methods is sometimes used as an effective tool for nonlinear dynamic analysis because of its ability to consider 2 axis bending moment and varying axial force easily. Recently, a seismic evaluation method which adopts the strain for evaluating the seismic performance of steel box members was proposed. However, it is thought that this previous method has some issues to be improved and is not adequate for evaluating the seismic performance of steel box members. In this study, the validity of the previous method was investigated and a new method for evaluating the seismic performance was proposed for hollow stiffened steel box members. Finally, the validity of the proposed method was confirmed by comparing evaluation results by the proposed method with experimental data and FEM analysis data.
KW - Fiber model
KW - Seismic design method
KW - Seismic performance
KW - Stiffened steel box members
UR - http://www.scopus.com/inward/record.url?scp=84871023222&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84871023222&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84871023222
BT - EASEC-11 - Eleventh East Asia-Pacific Conference on Structural Engineering and Construction
ER -