Layout Optimization of Rail Expansion Joint on Long-Span Cable-Stayed Bridge for High-Speed Railway

<div>Rail longitudinal force and adjacent pier longitudinal force. (a) Rail longitudinal force at the end of the beam. (b) Adjacent pier longitudinal force.</div>

Advances in Civil Engineering

fig10

Figure 10

Figure 10: Layout Optimization of Rail Expansion Joint on Long-Span Cable-Stayed Bridge for High-Speed Railway 