From: Guidance for footbridge design: a new simplified method for the accurate evaluation of the structural response in serviceability conditions
\(r^{*}_{l,n}\) interval
C1
C2
[0.95,1]
(−147×104ζ3+77.6×103ζ2+
0.95
[1,1.05]
−1540ζ+6.29)
1.05
[j−0.05,j]
(−49×104ζ3+25.87×103ζ2+
j−0.05
[j,j+0.05]
−513.3ζ+2.097)
j+0.05