An Adjustment Method for the Suspender Tension of CFSTTTHAB Based on Influence Matrix of Single Suspender

Table 1

Materials of the modal.

Material type	Applicable parts	Modulus of elasticity (kN/m^2)	Bulk density (kN/m^3)
16Mn	Arch rib	2.10e8	76.98
OVMLZM7-55III	Suspenders	2.05e8	78.5
C50	Deck	3.45e7	26
Q345	Main girders and cross-beams	2.06e8	100.7