Civil Engineering Reference
In-Depth Information
Appendix 2 Analyzed ground motion records basic information (Adapted from [ 5 ])
PGV
(cm/s)
PGD
(cm)
No.
Station
Bridge
Epicenter location/Date
Epicentral dist (km)
PGA(g)
1
1336
Meloland Overpass
BorregoSprings 07Jul2010
120.2
0.012
1.05
0.137
2
1336
Meloland Overpass
Calexico 20Nov2008
50.4
0.017
0.61
0.158
3
1336
Meloland Overpass
Calexico 22May2010
35.2
0.031
0.67
0.068
4
1336
Meloland Overpass
Calexico 30Dec2009
41.2
0.174
16.61
3.899
5
1336
Meloland Overpass
Calexico 04Apr2010
58.9
0.213
19.05
13.928
6
13795
I5/Via California
Borrego Springs 17-07-2010
110.1
0.006
0.6
0.14
7
13795
I5/Via California
Calexico 04-04-2010
337.1
0.02
4
2.35
8
13795
I5/Via California
Chinohillls 29-07-2008
52.1
0.023
1.14
0.28
9
24706
Barrel Springs Bridge
BigBearCity 22022003
120.6
0.009
0.27
0.043
10
24706
Barrel Springs Bridge
Chinohills 29072008
73.6
0.027
0.97
0.063
11
47315
156 Overpass
SanJuanBautista 12012011
12.4
0.016
0.47
0.036
12
47315
156 Overpass
AlumRock 30102007
65.7
0.021
1.5
0.121
13
47315
156 Overpass
Aromas 02072007
4.5
0.073
2.9
0.198
14
54730
Hwy 395
QualeysCamp 18-09-2004
48.7
0.014
0.39
0.07
15
54730
Hwy 395
Toms Place 26-11-2006
16.1
0.015
0.25
0.01
16
54730
Hwy 395
Mammoth Lakes 12-06-2007
12.8
0.051
0.83
0.1
17
57748
Alviso Overpass (K)
Gilroy 13052002
60
0.077
0.66
0.074
18
57748
Alviso Overpass (K)
Gilroy 13052002
60
0.077
0.66
0.074
19
68717
Hwy 101 Bridge
Bolinas 1999
49
0.009
1.15
0.121
20
89324
Painter St Overpass
CapeMendocino 21111986
29.9
0.146
18.38
1.53
21
89324
Painter St Overpass
PetroliaAftershock2 26041992
40.8
0.198
33.44
8.419
22
89324
Painter St Overpass
PetroliaAftershock1 26041992
40.3
0.515
45.62
6.248
23
89324
Painter St Overpass
Petrolia 25041992
17.6
0.541
44.7
17.8
24
89708
Murray Road Bridge
Ferndale 09012010
64.7
0.077
13.12
3.149
References
1. Atkins JC, Wilson J (2000) Analysis of damping in earthquake response of cable-stayed bridges. In: Proceedings of the 12th world conference
on earthquake engineering, Auckland, Paper no. 1468
2. Chopra AK (1995) Dynamics of structures. Prentice Hall, Upper Saddle River
3. Magalhaes F, Cunha A, Caetano E, Brincker R (2010) Damping estimation using free decays and ambient vibration tests. Mech Syst Signal
Process 24:1274-1290
4. Dyke SJ, Spencer BF Jr, Quast P, Kaspari DC Jr, Sain MK (1996) Implementation of an AMD using acceleration feedback control.
Microcomput Civ Eng Spec Issue Act Hybrid Struct Control 11:305-323
5. Fraino M, Ventura, CE, Liam Finn WD, Taiebat M (2012) Seismic soil-structure interaction effects in instrumented bridges. In: Proceedings of
the 15th world conference on earthquake engineering, Lisbon
6. SVS, ARTeMIS Extractor Pro, Release 3.41, Structural Vibration Solutions, Aalborg, 1999-2004
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