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Table 1 Parameters used in the FE Simulation.

From: Structural Performance Evaluation of a Precast PSC Curved Girder Bridge Constructed Using Multi-Tasking Formwork

Case

Variables

Contents

1

The number of girders

2 girder-length 40 m

Vs 3 girder-length 50 m

2

Loading point

Inner loading.(G2)

Vs Outer loading (G1)

3

Sectional height

150 cm, 155 cm, 160 cm

4

Prestressing force

G1,2 100 %, 110 %, 120 %, 130 %

5

G2 100 %, 110 %, 120 %

(G1 100 % fixed)