Research Article

Impact of Randomized Soil Properties and Rock Motion Intensities on Ground Motion

Table 1

Rock motion records considered for response analysis.

GroupRecord no.Earthquake nameYearStation nameMagnitudeMechanismScale factorScaled PGA

Group-1 PGA = 0.09 g1San Fernando1971Pacoima Dam (upper left abut)6.61Reverse0.0990.12
2Tabas_ Iran1978Tabas7.35Reverse0.0930.08
3Irpinia_ Italy-011980Arienzo6.9Normal2.8870.08
4Nahanni_ Canada1985Site 26.76Reverse0.4460.23
5Loma Prieta1989Gilroy Array #66.93Reverse oblique0.6080.08
6Loma Prieta1989So. San Francisco_ Sierra Pt.6.93Reverse oblique1.2510.07
7Northridge-011994LA—Chalon Rd6.69Reverse0.4140.09
8Northridge-011994LA—Wonderland Ave6.69Reverse0.9860.1
9Northridge-011994Santa Susana Ground6.69Reverse0.380.09
10Northridge-011994Vasquez Rocks Park6.69Reverse0.570.09

Group-2 PGA = 0.12 g11San Fernando1971Pacoima Dam (upper left abut)6.61Reverse0.1320.16
12Tabas_ Iran1978Tabas7.35Reverse0.1250.1
13Irpinia_ Italy-011980Arienzo6.9Normal3.8560.1
14Nahanni_ Canada1985Site 26.76Reverse0.5950.31
15Loma Prieta1989Gilroy Array #66.93Reverse oblique0.8120.1
16Loma Prieta1989So. San Francisco_ Sierra Pt.6.93Reverse oblique1.670.09
17Northridge-011994LA—Chalon Rd6.69Reverse0.5530.12
18Northridge-011994LA—Wonderland Ave6.69Reverse1.3170.14
19Northridge-011994Santa Susana Ground6.69Reverse0.5070.12
20Northridge-011994Vasquez Rocks Park6.69Reverse0.7610.11

Group-3 PGA = 0.15 g21Irpinia_ Italy-011980Arienzo6.9Normal4.7760.13
22Irpinia_ Italy-011980Rionero in Vulture6.9Normal1.4510.14
23Irpinia_ Italy-011980Torre del Greco6.9Normal2.3130.14
24Irpinia_ Italy-021980Bagnoli Irpino6.2Normal3.4110.19
25Irpinia_ Italy-021980Brienza6.2Normal3.5920.14
26Irpinia_ Italy-021980Rionero in Vulture6.2Normal1.0230.1
27Coalinga-011983Parkfield—Stone Corral 3E6.36Reverse1.2990.2
28Coalinga-011983Slack Canyon6.36Reverse0.830.14
29Nahanni_ Canada1985Site 26.76Reverse0.7370.38
30Chalfant Valley-031986Bishop—Paradise Lodge5.65Strike slip8.9930.39