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

Table 7

Geometric constants of model round-shaped solid pier.

Area of pier (m^2)	𝐼𝑦𝑦 of pier/(m^4)	𝐼𝑧𝑧 of pier/(m^4)
11.141	3.4515	29.351