Estimation of Extreme Cable Forces of Cable-Stayed Bridges Based on Monitoring Data and Random Vehicle Models

<div>Variation of the predicted extreme value with return periods: (a) the vehicle-induced response for NJ21 and temperature; (b) the total cable force.</div>

Advances in Civil Engineering

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Figure 17

Figure 17: Estimation of Extreme Cable Forces of Cable-Stayed Bridges Based on Monitoring Data and Random Vehicle Models 