Optimizing Parameters for Anticollision Systems between Adjacent Buildings under Earthquakes

Table 2

Range of optimum damping coefficient under earthquake GM1.

Stiffness coefficient (N·m^−1)	Damping coefficient (Ns·m^−1)
0	2 × 10^5∼1.25 × 10^6
10^5	3 × 10^5∼10^6
10^6	3 × 10^5∼10^6
10^7	—