Evaluation of Dynamic Load Factors for a High-Speed Railway Truss Arch Bridge

Figure 2

Location of strain sensors on the steel truss arch bridge (unit: mm).

(a) 1-1 cross section of steel truss arch

(b) 2-2 section of steel truss arch

(c) 3-3 section of top chord member

(d) 4-4 section of diagonal web member

(e) 5-5 section of bottom chord member

(f) 6-6 section of deck chord member