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Table 1 Design parameters of the deck

From: Longitudinal damage of cable-stayed bridges subjected to near-fault ground motion pulses

A (m2)

Ix(m4)

Iy (m4)

J(m4)

E (MPa)

fy (MPa)

My (MN•m)

2.19

3.56

241.6

8.63

2.05 × 105

345

689