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

<div>Longitudinal distribution of maximum displacement U and maximum axial force Fx of the bottom chord of the bridge with different multiple cable stiffness under earthquake action. (a) Longitudinal distribution of the maximum values of the displacement and (b) longitudinal distribution of the maximum value of the axial force.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge 