Research Article
Earthquake Response Analysis of Tall Reinforced Concrete Chimneys considering Eccentricity
Table 4
Percentages of increase in maximum earthquake normal stresses.
| | Seismic waves | Maximum earthquake normal stresses increased | | 150 m | 210 m |
| | Landers (No. 1) | 7% (compressive) | 29% (tensile) | 30% (compressive) | 31% (tensile) | | Loma Prieta (No. 2) | 4% (compressive) | 4% (tensile) | −6% (compressive) | 3% (tensile) | | Borrego (No. 3) | 40% (compressive) | 45% (tensile) | −5% (compressive) | −11% (tensile) | | Chichi (No. 4) | 15% (compressive) | 11% (tensile) | 31% (compressive) | 17% (tensile) |
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