Comfort Evaluation of Double-Sided Catwalk for Suspension Bridge due to Wind-Induced Vibration

<div>The three-dimensional finite element model. (a) Full finite element model of catwalk for Maputo Bridge. (b) Local finite element model. (c) Local finite element model.</div>

Mathematical Problems in Engineering

fig5

Figure 5

Figure 5: Comfort Evaluation of Double-Sided Catwalk for Suspension Bridge due to Wind-Induced Vibration 