Abstract
Seismic response of one-story structure with the significant stiffness eccentricity, developing a torsional mode, is studied in this paper. Viscous damping is added to reduce both the translational and torsional vibration of the structure. The structure in such a case possesses the so-called non-proportional damping, which makes the conventional modal analysis using undamped vibration mode more inaccurate. On the other hand, more accurate method using the complex-valued mode is not easy for practical analysis, and is not very effective to understand dynamic response characteristics of the structure. Hence, this paper proposes a new modal analysis which uses the real-valued mode and yet treats the non-proportional damping effect with a unique correction process. Many cases of non-proportional damping are examined, and the reasonable accuracy of the proposed method is demonstrated through comparison with the other existing methods.
Original language | English (US) |
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Pages (from-to) | 225-234 |
Number of pages | 10 |
Journal | Journal of Structural and Construction Engineering |
Volume | 74 |
Issue number | 636 |
DOIs | |
State | Published - Feb 2009 |
Keywords
- Asymmetric frame structure
- Complete-Quadratic-Combination rules
- High viscous damping
- Non-proportional damping
- Response spectral method
ASJC Scopus subject areas
- Architecture
- Building and Construction