Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature

<div>The sampling results of <i>s</i> and <i>t</i>: (a) random variable <i>s</i> and (b) random variable <i>t</i>.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature 

Figure 6 | Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature 