Abstract
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.
| Original language | English |
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| Publication status | Published - 2008 Dec 1 |
| Externally published | Yes |
| Event | 11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11 - Taipei, Taiwan, Province of China Duration: 2008 Nov 19 → 2008 Nov 21 |
Other
| Other | 11th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC-11 |
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| Country/Territory | Taiwan, Province of China |
| City | Taipei |
| Period | 08/11/19 → 08/11/21 |
Keywords
- Fiber model
- Seismic design method
- Seismic performance
- Stiffened steel box members
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction