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

Figure 12

Distribution of maximum displacement and maximum bending moment along with the tower height under three kinds of seismic waves with different apparent wave velocities. (a) 1979 James RD E1 Centro 220 Deg seismic wave, (b) 1994 Northridge Sylmar County Hosp 90 Deg seismic wave, (c) the artificial wave, (d) 1979 James RD E1 Centro 220 Deg seismic wave, (e) 1994 Northridge Sylmar County Hosp 90 Deg seismic wave, and (f) the artificial wave.

(a)

(b)

(c)

(d)

(e)

(f)