Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge

<div>Distribution of maximum displacement U and maximum bending moment My along with the tower height for bridges of different structural systems under earthquake action. (a) Distribution of the maximum value of the bridge tower displacement and (b) distribution of the maximum value of the tower bending moment.</div>

Advances in Civil Engineering

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Figure 10

Figure 10: Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge 