Research Article

Seismic Response Analysis of Pier considering Durability Damage Repair

Table 1

Horizontal and vertical time-history analysis of seismic wave adjustment.

Seismic waveMagnitudePGA (g)Adjustment coefficient of PGA (0.3 g)Adjustment coefficient of PGA (0.6 g)

Loma Prieta, America, 19896.930.0763.957.89
Northridge 01, America, 19946.690.350.861.71
Cape Mendocino, America, 19927.010.191.583.16
Landers, America, 19927.280.047.5015.00
Hector Mine, America, 19997.130.056.0012.00
Coalinga 01, America, 19836.360.122.505.00
Taiwan SMART1 (45), Taiwan, China, 19867.30.161.883.75
Chi-Chi, Taiwan, China, 19997.620.065.0010.00
Duzce, Turkey, 19997.140.0130.0060.00
Kocaeli, Turkey, 19997.510.310.971.94