Shaking table test of combination isolation plate-shell integrated concrete liquid-storage structure.

The article presents a study which assessed the seismic performance of plate-shell integrated concrete liquid-storage structures (PSICLSS) using a scale test model for shaking table testing. The dynamic responses of the PSICLSS under unidirectional and bidirectional earthquakes were tested. Among the data collected are the hydrodynamic pressure, liquid sloshing height, and residual displacement of the PSICLSS.