The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element

Table 6

Geometric constants of model boxinging girders.

Length of girder/(m)	Height of girder/(m)	Deck width/(m)	Area of girder/(m^2)	𝐼𝑦𝑦 of girder/(m^4)	𝐼𝑧𝑧 of girder/(m^4)	Linear mass of girder/(kg/m)
32	3.05	12	8.6597	10.811	80.945	2.19×10^4