Experimental and Numerical Study on the Earthquake Damage of Spherical Bearings for Chinese High-Speed Railway Bridge

<div>Spherical bearings’ arrangement in the experimental HSRB (continuous girder) specimen for (a) plane view and (b) vertical view.</div>

Shock and Vibration

Figure 11: Experimental and Numerical Study on the Earthquake Damage of Spherical Bearings for Chinese High-Speed Railway Bridge 