Figure 22
From: Selection of seismic isolation system parameters for the near-optimal design of structures
Peak responses of BI-structures subjected to Loma Prieta 1989 (Lexington dam station).
Figure 22 | Scientific Reports
From: Selection of seismic isolation system parameters for the near-optimal design of structures
Peak responses of BI-structures subjected to Loma Prieta 1989 (Lexington dam station).
