Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes

<div>Normalized seismic response of Model D. Note: D. deck, deck displacement at deck end; D. tower, tower displacement at tower top; F. C4, maximum cable force of C4; M. tower, bending moment at tower bottom.</div>

Shock and Vibration

fig17

Figure 17

Figure 17: Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes 