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

Table 3

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

Apparent wave velocity (m/s)	5000	3000	2000	1712	1100	1000	900	500
	−2.7	−3.8	−2.8	−2.4	−3.9	−4.6	−6.0	−8.5
	−19.2	−20.8	−15.0	−12.1	−14.1	−15.9	−16.8	−17.4
	−6.5	−12.2	−17.9	−19.5	−14.5	−11.1	−7.3	−18.3
	−4.6	−9.4	−14.5	−16.1	−12.9	−10.3	−7.0	−18.8
	−3.4	5.1	4.6	−1.2	−12.8	−3.6	5.5	−13.4
	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	0.0	0.0	0.0
	−12.4	−23.9	−26.5	−22.9	−17.3	−17.5	−17.7	−18.2
	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	0.0	0.0	0.0
	4.9	7.8	9.4	10.7	17.9	19.1	18.9	1.4
	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	0.0	0.0	0.0
	5.4	12.5	21.2	26.3	38.8	40.0	39.8	−8.9
	−6.9	−12.8	−18.6	−19.9	−14.7	−11.3	−7.1	−18.4
	3.3	5.1	4.1	2.3	−5.6	−7.4	−8.5	6.7