Evaluation of the Wind-Resistant Performance of Long-Span Cable-Stayed Bridge Using the Monitoring Correlation between the Static Cross Wind and Its Displacement Response

<div>Illustration of the geographic coordinate system (<i>X</i>, <i>Y</i>, <i>Z</i>) and local bridge coordinate system (<i>x</i>, <i>y</i>, <i>z</i>).</div>

Shock and Vibration

fig3

Figure 3

Figure 3: Evaluation of the Wind-Resistant Performance of Long-Span Cable-Stayed Bridge Using the Monitoring Correlation between the Static Cross Wind and Its Displacement Response 

Figure 3 | Evaluation of the Wind-Resistant Performance of Long-Span Cable-Stayed Bridge Using the Monitoring Correlation between the Static Cross Wind and Its Displacement Response 