Effect of Ground Motion Orientation on Seismic Responses of an Asymmetric Stress Ribbon Pedestrian Bridge

<div>Response spectra of strong component, weak component, and vertical component of the selected records. (a) Strong component. (b) Weak component. (c) Vertical component.</div>

Advances in Civil Engineering

fig6

Figure 6

Figure 6: Effect of Ground Motion Orientation on Seismic Responses of an Asymmetric Stress Ribbon Pedestrian Bridge 