The recent earthquake damage has highlighted the importance of performance-based design and functional resilience of nonstructural components. Directing at seismic bracings used in piping systems, the construction and design procedure of seismic bracings is introduced in present paper at first. The seismic code requirements and relevant seismic research of bracings are also reviewed. The shaking table test of seismic bracings in a 6-meter full-size piping system is conducted. In addition to theoretical analysis, the seismic performance and failure mode of seismic bracings are studied. The results indicate that failure of bracings in piping systems is mostly due to the bolt looseness in connection components, and the longitudinal response of pipes is basically identical to the floor response. Based on the results, both technical improvement measures to enhance weak connections and design optimization suggestions considering cost are put forward. The use of real-time monitoring in bracings may be an effective way in condition-based maintenance.