A New Insight to Vibration Characteristics of Spans under Random Moving Load: Case Study of 38 Bridges in Ho Chi Minh City, Vietnam

Table 8

Statistics of frequencies of Phu My cable-stayed bridge (obtained from LAM).

Order of measurement files of suspended spans	Bending (Hz)	Torsion (Hz)	Bending-torsion (Hz)
1	0.91; 1.43	4.83; 6.37	2.34; 3.37
2	0.93; 1.50	; 6.15	2.14; 3.26
3	0.90; 1.50	;	2.16; 3.30
4	0.87; 1.51	; 5.99	2.27; 3.27
5	0.87; 1.54	; 5.96	2.18; 3.26
6	0.93; 1.48	; 6.28	2.26; 3.25
7	0.91; 1.53	; 6.56	2.34; 3.36
8	0.86; 1.40	4.62; 6.39	2.27; 3.22
9	0.87; 1.49	; 6.53	2.16; 3.42
10	0.90; 1.52	;	2.14; 3.55
11	0.91; 1.43	4.83; 6.37	2.34; 3.37
12	0.93; 1.50	; 6.15	2.14; 3.26
13	0.90; 1.50	;	2.16; 3.30
14	0.91; 1.43	4.83; 6.37	2.34; 3.37
15	0.93; 1.50	; 6.15	2.14; 3.26
16	0.90; 1.50	;	2.16; 3.30

No appearance.