Fig. 1. A panorama of Chimney(subject of study)
Fig. 2. 3D structure modeling for analysis
Fig. 3. Concrete damaged plasticity model
Fig. 4. Constitutive model for steel material
Fig. 5. Fourier transform spectra
Fig. 6. Feature by each mode
Fig. 7. ParkField Time-Max Compression Stress Graph (12 PGA)
Fig. 8. Chi-Chi Taiwan Time-Max Compression Stress Graph(12 PGA)
Fig. 9. Parkfield Time-Max Tension Stress Graph(12 PGA)
Fig. 10. Chi-Chi Taiwan Time-Max Tension Stress Graph(12 PGA)
Fig. 11. Friuli Italy_Barcis Time-Max Tension Stress Graph(12 PGA)
Fig. 12. Chi-Chi Taiwan_TCU076 Time-Max Tension Stress Graph(12 PGA)
Fig. 13. Event in Imperial Valley_Elcentro Array#10 Time-displacement Graph(12 PGA)
Fig. 14. Event in N. Palm Springs Time-displacement Graph(12 PGA)
Fig. 15. Fragility Curve for Chimney Compression
Fig. 16. Fragility Curve for Chimney Displacement
Table 1. Material property of concrete
Table 2. Material property of steel
Table 3. Information list of natural earthquake waves
Table 4. Eigen value and natural frequency of each mode
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