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

<div>Longitudinal distribution of chord displacement U and axial force Fx along with the bridge deck for bridges with different multiples of steel joist stiffness under earthquake action. (a) Longitudinal distribution of the maximum value 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 8

Figure 8: Investigation on Seismic Response of Long-Span Special Steel Truss Cable-Stayed Bridge 