Geology Reference
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Table 2. Damping distributions in the regular building (kNs/cm)
Floor
Uniform
Stiffness Prop.
SSSA
Takewaki
Lavan
10
81.2
27.6
40.6
0.0
9.1
9
81.2
42.9
40.6
46.3
39.9
8
81.2
51.0
81.2
70.1
60.7
7
81.2
55.3
121.8
89.4
92.1
6
81.2
63.3
81.2
102.2
96.7
5
81.2
70.1
81.2
114.0
101.3
4
81.2
73.8
121.8
126.2
133.5
3
81.2
81.5
121.8
134.8
155.2
2
81.2
101.9
121.8
128.9
123.4
1
81.2
244.5
0.0
0.0
0.0
Total
812.0
812.0
812.0
812.0
812.0
Table 3. Ground motion suite
Ground Motion
Station Name
Component
PGA (g)
1
Imperial Valley 1979
Cerro Prieto
H-CPE237
0.157
2
Loma Prieta 1989
Hollister - S & P
HSP000
0.371
3
Loma Prieta 1989
Woodside
WDS000
0.080
4
Manjil 1990
Abbar
ABBAR--T
0.496
5
Cape Mendocino 1992
Fortuna - Fortuna Blvd
FOR000
0.116
6
Landers 1992
Desert - Hot Springs
LD-DSP000
0.171
7
Northridge 1994
LA - W 15th St
W15090
0.104
8
Northridge 1994
Moorpark - Fire Sta
MRP180
0.292
9
Northridge 1994
N Hollywood - Cw
CWC270
0.271
10
Northridge 1994
Santa Susana Ground
5108-360
0.232
11
Northridge 1994
LA - Brentwood VA
0638-285
0.164
12
Northridge 1994
LA - Wadsworth VA
5082-235
0.303
13
Kobe 1995
Nishi-Akashi
NIS090
0.503
14
Kobe 1995
Abeno
ABN090
0.235
15
ChiChi 1999
TCU105
TCU105-E
0.112
16
ChiChi 1999
CHY029
CHY029-N
0.238
17
Hector 1999
Hector
HEC090
0.337
18
Imperial Valley 1940
USGS 117 El Centro
I-ELC180
0.313
19
New Zealand 02 1987
99999 Matahina Dam
A-MAT083
0.256
20
Nahinni Canada 1985
Site 3
S3270
0.148
21*
Victoria Mexico 1980
UNAMUCSD6604
CPE045
0.621
*Not included in the final ground motion suite; used as the active ground motion for Lavan method.
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