LADWP: Alhambra, CA
LA County Pub Works
900 S. Fremont
Agency Number:
0482
Structure:
12-story bldg steel-frame
Site Geology:
Few 100 ft of alluvium; siltstone
QOM
Q
Owner:
Los Angeles Department of Water and Power
References
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Mettler, California 2005-04-16 19:18:13 UTC
Hypocentral dist:
141.2 km
Summary page for this earthquake
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12th Floor Ctr
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Component:
90
PGA (cm/s/s):
1.40
PGV (cm/s):
-0.18
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Component:
360
PGA (cm/s/s):
-1.30
PGV (cm/s):
0.16
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12th Floor N end
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Component:
90
PGA (cm/s/s):
1.30
PGV (cm/s):
-0.16
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6th Floor Ctr
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Component:
90
PGA (cm/s/s):
-1.70
PGV (cm/s):
-0.16
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Component:
360
PGA (cm/s/s):
-2.20
PGV (cm/s):
-0.16
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6th Floor N end
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Component:
90
PGA (cm/s/s):
-1.40
PGV (cm/s):
-0.14
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2nd Floor Ctr
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Component:
90
PGA (cm/s/s):
-3.00
PGV (cm/s):
0.13
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Component:
360
PGA (cm/s/s):
-2.60
PGV (cm/s):
0.13
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2nd Floor N end
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Component:
90
PGA (cm/s/s):
-2.60
PGV (cm/s):
-0.12
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Basement Ctr
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Component:
Up
PGA (cm/s/s):
0.70
PGV (cm/s):
-0.06
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Component:
90
PGA (cm/s/s):
1.50
PGV (cm/s):
-0.12
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Component:
360
PGA (cm/s/s):
-1.20
PGV (cm/s):
0.08
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San Simeon, California 2003-12-22 19:15:56 UTC
Hypocentral dist:
324.3 km
Summary page for this earthquake
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12th Floor Ctr
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Component:
90
PGA (cm/s/s):
26.80
PGV (cm/s):
9.30
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Component:
360
PGA (cm/s/s):
-20.00
PGV (cm/s):
-6.30
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12th Floor N end
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Component:
90
PGA (cm/s/s):
-26.20
PGV (cm/s):
9.00
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6th Floor Ctr
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Component:
90
PGA (cm/s/s):
13.20
PGV (cm/s):
4.50
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6th Floor N end
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Component:
90
PGA (cm/s/s):
-12.80
PGV (cm/s):
4.20
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2nd Floor Ctr
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Component:
90
PGA (cm/s/s):
-4.50
PGV (cm/s):
-1.20
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Component:
360
PGA (cm/s/s):
-3.20
PGV (cm/s):
-1.00
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2nd Floor N end
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Component:
90
PGA (cm/s/s):
4.00
PGV (cm/s):
-1.10
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Basement Ctr
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Component:
Up
PGA (cm/s/s):
1.90
PGV (cm/s):
-0.40
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Component:
90
PGA (cm/s/s):
-3.70
PGV (cm/s):
1.10
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Component:
360
PGA (cm/s/s):
-2.80
PGV (cm/s):
-0.90
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Northridge, California 1994-01-17 12:30:55 UTC
Closest dist to fault:
34.6 km
Summary page for this earthquake
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Basement Ctr
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Component:
Up
PGA (cm/s/s):
107.40
PGV (cm/s):
-
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Component:
90
PGA (cm/s/s):
167.00
PGV (cm/s):
-
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Component:
360
PGA (cm/s/s):
122.40
PGV (cm/s):
-
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12th Floor N end
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Component:
90
PGA (cm/s/s):
127.40
PGV (cm/s):
-
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2nd Floor Ctr
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Component:
90
PGA (cm/s/s):
569.30
PGV (cm/s):
-
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Component:
360
PGA (cm/s/s):
367.30
PGV (cm/s):
-
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6th Floor Ctr
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Component:
90
PGA (cm/s/s):
237.80
PGV (cm/s):
-
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Component:
360
PGA (cm/s/s):
136.50
PGV (cm/s):
-
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12th Floor Ctr
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Component:
90
PGA (cm/s/s):
146.20
PGV (cm/s):
-
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Component:
360
PGA (cm/s/s):
97.90
PGV (cm/s):
-
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6th Floor N end
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Component:
90
PGA (cm/s/s):
197.60
PGV (cm/s):
-
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2nd Floor N end
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Component:
90
PGA (cm/s/s):
381.00
PGV (cm/s):
-
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Sierra Madre, California 1991-06-28 14:43:54 UTC
Closest dist to fault:
20.8 km
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Basement Ctr
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Component:
Up
PGA (cm/s/s):
-47.80
PGV (cm/s):
-2.70
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Component:
90
PGA (cm/s/s):
125.00
PGV (cm/s):
9.40
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Component:
360
PGA (cm/s/s):
-108.00
PGV (cm/s):
7.10
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12th Floor N end
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Component:
90
PGA (cm/s/s):
132.80
PGV (cm/s):
-9.80
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2nd Floor Ctr
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Component:
90
PGA (cm/s/s):
269.10
PGV (cm/s):
15.80
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Component:
360
PGA (cm/s/s):
209.20
PGV (cm/s):
-10.70
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6th Floor Ctr
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Component:
90
PGA (cm/s/s):
166.30
PGV (cm/s):
11.40
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Component:
360
PGA (cm/s/s):
-128.90
PGV (cm/s):
-11.00
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12th Floor Ctr
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Component:
90
PGA (cm/s/s):
144.70
PGV (cm/s):
-10.90
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Component:
360
PGA (cm/s/s):
-118.10
PGV (cm/s):
18.80
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6th Floor N end
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Component:
90
PGA (cm/s/s):
-124.60
PGV (cm/s):
9.70
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2nd Floor N end
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Component:
90
PGA (cm/s/s):
247.70
PGV (cm/s):
14.60
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Big Bear, California 1992-06-28 15:05:36 UTC
Hypocentral dist:
136.1 km
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Basement Ctr
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Component:
Up
PGA (cm/s/s):
15.21
PGV (cm/s):
1.56
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Component:
90
PGA (cm/s/s):
-22.42
PGV (cm/s):
2.28
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Component:
360
PGA (cm/s/s):
30.36
PGV (cm/s):
5.16
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12th Floor N end
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Component:
90
PGA (cm/s/s):
38.11
PGV (cm/s):
7.81
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6th Floor Ctr
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Component:
90
PGA (cm/s/s):
40.82
PGV (cm/s):
-6.09
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Component:
360
PGA (cm/s/s):
-50.01
PGV (cm/s):
7.84
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12th Floor Ctr
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Component:
90
PGA (cm/s/s):
40.58
PGV (cm/s):
8.59
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Component:
360
PGA (cm/s/s):
59.19
PGV (cm/s):
15.93
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6th Floor N end
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Component:
90
PGA (cm/s/s):
39.21
PGV (cm/s):
-5.73
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2nd Floor N end
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Component:
90
PGA (cm/s/s):
29.94
PGV (cm/s):
-2.92
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2nd Floor Ctr
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Component:
90
PGA (cm/s/s):
34.64
PGV (cm/s):
-3.02
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Component:
360
PGA (cm/s/s):
37.44
PGV (cm/s):
5.09
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