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

Table 5

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

Apparent wave velocity (m/s)	5000	3000	2000	1712	1100	1000	900	500
	−1.3	−1.3	−1.3	−1.5	−2.8	−3.2	−3.9	−13.4
	1.3	3.4	14.3	17.1	15.9	13.5	12.1	9.8
	2.3	−0.9	−5.1	−7.5	7.5	9.3	8.9	7.5
	−0.4	−2.4	−5.5	−6.3	2.0	3.9	4.4	6.6
	−10.9	−16.0	−11.1	−5.2	2.2	7.0	7.8	−13.9
	0.0	0.0	0.0	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
	−15.6	−12.1	18.0	29.5	22.0	9.6	−5.4	−9.0
	0.0	0.0	0.0	−0.1	−0.2	−0.2	−0.2	−0.3
	0.0	0.0	0.0	0.0	−0.1	−0.1	−0.1	−0.2
	4.3	9.2	11.1	9.7	10.7	11.6	14.1	6.3
	0.0	0.0	0.0	−0.1	−0.1	−0.1	−0.2	−0.3
	0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.1
	21.0	33.6	42.9	44.3	28.2	18.4	15.6	13.2
	3.7	0.2	−7.2	−4.8	9.4	11.1	10.8	7.7
	3.1	3.9	5.0	1.6	7.9	8.7	8.7	8.7