Temperature Load Parameters and Thermal Effects of a Long-Span Concrete-Filled Steel Tube Arch Bridge in Tibet

Table 1

The mechanical and geometrical properties of Zangmu Bridge.

Span (m)	Ratio of rise to span	Arch axis	Bridge type	Arch rib section (mm)	Construction method	Concrete strength of arch rib	Remarks
430	1/3.8	Catenary m = 1.85	Half-through	1800 × 42	Cableway erection	C60	Inclined arch