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 with different multiples of cable stiffness under earthquake action. (a) Distribution of the maximum values of the tower displacement and (b) distribution of the maximum values of the tower bending moment.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge 