Traveling Wave Resonance and Simplified Analysis Method for Long-Span Symmetrical Cable-Stayed Bridges under Seismic Traveling Wave Excitation

Table 4

Traveling wave effect influence coefficient (%) for seismic responses under excitation of .

Apparent wave velocity (m/s)	5000	3000	2000	1712	1100	1000	900	500
	0.1	−0.1	−1.4	−2.5	−5.9	−7.2	−8.7	−11.4
	−11.5	−15.9	−10.0	−3.9	−4.2	−12.7	−18.2	0.4
	−8.8	−15.6	−21.2	−21.8	−19.1	−18.2	−17.9	−17.9
	−6.4	−12.3	−18.1	−19.6	−18.4	−17.7	−17.2	−17.1
	−1.9	−12.2	−29.3	−21.5	−6.6	−8.2	0.4	−25.2
	0.0	0.0	0.0	0.0	−0.1	−0.1	−0.1	−0.1
	0.0	0.0	−1.0	0.0	0.0	0.0	0.1	0.1
	8.9	13.9	15.1	9.3	10.2	10.2	15.3	−14.8
	0.0	0.1	0.1	0.0	0.0	0.0	0.0	0.0
	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0
	−4.8	−5.5	0.8	1.5	−8.2	−13.2	−20.0	−7.5
	0.0	0.1	0.1	0.0	0.0	0.0	0.0	−0.1
	0.0	0.0	0.0	0.0	0.0	0.0	0.0	−0.1
	9.2	26.3	48.1	55.2	51.2	42.8	29.4	23.6
	−9.4	−16.2	−21.3	−22.0	−19.0	−18.2	−18.2	−18.0
	0.1	1.7	−3.7	−10.7	−12.5	−13.7	−15.5	−14.7