Fig 1.
The process of parametric modeling of HSR continuous beam bridge.
Fig 2.
The rapid modeling process of continuous beam bridge.
Fig 3.
The 14th section of Xiong’an-Shangqiu HSR (note that the figure uses map data from OpenStreetMap and their data sources; see openstreetmap.org/copyright).
Fig 4.
The schematic illustration of bridge construction.
Fig 5.
The parametric family of (a) the box girder segments and (b) the structure model.
Fig 6.
The pier-abutment-pile integrated family.
Fig 7.
The parametric family of prestressed steel strands.
Fig 8.
The integrated model of the main structure, support structure, and side mold.
Fig 9.
The parametric model of the Bailey truss.
Fig 10.
The overall structural model of HSR continuous beam bridge.
Fig 11.
The overall construction site model (note that the figure uses map data from Sentinel Hub and their data sources; see collections.sentinel-hub.com/sentinel-s2-l2a-mosaic-120/).
Fig 12.
The parametric model of the Bailey truss.
Fig 13.
The clash result.
Table 1.
The comparison of modeling time.
Table 2.
The comparison of construction timeline.