Finite-Element Analysis of Vertical Displacement of Laminated Rubber Bearing under Earthquake Action for Disaster Resilience of the Smart City

Table 5

Duration schedule of the seven time course response spectra.

Schedule Name	The time corresponding to the first 10% of the maximum value of this seismic wave (S)	The time corresponding to 10% of the last time the maximum value of this seismic wave was reached (S)	Effective duration of the wave (S)	Structure cycle (S)	Ratio
REN1	2.020	23.100	21.08	2.437	8.7
REN2	0.540	17.440	16.90	2.437	6.9
ELC	0.861	29.174	28.313	2.437	11.6
LWD	0.037	33.638	33.601	2.437	13.8
N90	2.060	16.681	14.62	2.437	6.0
N94	2.180	24.180	22.00	2.437	9.0
TAF	1.048	45.398	44.35	2.437	18.2