Advances in Civil Engineering / 2018 / Article / Tab 2

Research Article

Seismic Performance Evaluation of Double-Skin Semi-Base-Isolated Building Using Incremental Dynamic Analysis

Table 2

Properties of twenty-two ground motion records used.

NumberEventYearStation (km)PGA (g)

1Cape Mendocino1992Fortuna fire7.0120.41E0.283
N0.333
2Cape Mendocino1992Centerville beach7.0118.31E0.318
N0.477
3Duzce, Turkey1999Lamont7.1411.46E0.131
N0.101
4Friuli Italy-011976Tolmezzo6.515.82E0.357
N0.315
5Imperial Valley-061979Calipatria fire6.5324.60E0.128
N0.078
6Imperial Valley-061979Superstition mtn.6.5324.61E0.111
N0.202
7Irpinia Italy-011980Calitri6.917.64E0.126
N0.136
8Irpinia Italy-011980Brienza6.922.56E0.219
N0.183
9Kobe Japan1995Kakogawa6.922.5E0.24
N0.324
10Kocaeli Turkey1999Duzce7.5115.37E0.312
N0.364
11Landers1992Coolwater7.2819.74E0.284
N0.417
12Loma Prieta1989Gilroy-historic bldg.6.9310.97E0.242
N0.285
13Loma Prieta1989Sunnyvale-colton ave.6.9324.23E0.2072
N0.2073
14Northridge-011994Beverly hills6.6918.36E0.621
N0.45
15Northridge-011994Canyon country6.6912.44E0.404
N0.472
16Chuetsu-oki2007Kubikiku Hyakken6.822.18N0.253
E0.214
17Chuetsu-oki2007Shiura Nagaoka6.820.17N0.22
E0.23
18San Fernando1971Lake Hughes#96.6122.57E0.170
N0.143
19San Fernando1971Pasadena-CIT Athenaeum6.6125.47E0.097
N0.110
20Spitak Armenia1988Gukasian6.7723.99E0.200
N0.174
21Superstition Hills-021987Plaster city6.5422.5E0.136
N0.200
22Superstition Hills-021987Poe road6.5411.6E0.475
N0.286

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