Docstoc

NGA_Models_Version2

Document Sample
NGA_Models_Version2 Powered By Docstoc
					CALCULATION OF WEIGHTED AVERAGE 2008 NGA MODELS:                                    by Linda Al Atik, PEER - Sep

This Excel file calculates the weighted average of the natural logarithm of the spectral values from the NGA model

NGA Model:       AS08       BA08        CB08          CY08             I08
 Weight:          0.2        0.2         0.2           0.2             0.2

      N            1



Explanatory Variables                             Geometric Mean Horizontal Component

      M                      GMP         T (s)     SA Median     SA Median + N.σ SA Median - N.σ
     7.35                   PSA (g)     0.010       2.348E-01       4.019E-01         1.372E-01
                           SD (cm)      0.020       2.383E-01       4.082E-01         1.391E-01
 R RUP (km)                             0.030       2.527E-01       4.367E-01         1.462E-01
    13.60                               0.050       2.934E-01       5.132E-01         1.677E-01
                                        0.075       3.665E-01       6.530E-01         2.057E-01
  R JB (km)                              0.10       4.282E-01       7.666E-01         2.391E-01
    13.60                                0.15       5.100E-01       9.198E-01         2.828E-01
                                         0.20       5.301E-01       9.620E-01         2.921E-01
  R X (km)                               0.25       5.047E-01       9.178E-01         2.775E-01
    13.60                                0.30       4.653E-01       8.515E-01         2.543E-01
                                         0.40       4.024E-01       7.388E-01         2.191E-01
      U                                  0.50       3.423E-01       6.339E-01         1.848E-01
      0                                  0.75       2.264E-01       4.229E-01         1.213E-01
                                         1.0        1.877E-01       3.575E-01         9.858E-02
     F RV                                1.5        1.228E-01       2.376E-01         6.351E-02
      0                                  2.0        8.637E-02       1.689E-01         4.418E-02
                                         3.0        5.246E-02       1.036E-01         2.657E-02
    F NM                                 4.0        3.589E-02       7.135E-02         1.805E-02
      0                                  5.0        2.711E-02       5.540E-02         1.327E-02
                                          7.5       1.561E-02       3.296E-02         7.395E-03
    F HW                                 10.0       8.687E-03       1.879E-02         4.016E-03
      0

 Z TOR (km)               PGA (g)         0         2.341E-01       4.006E-01         1.368E-01
     1.00                 PGV (c/s)       -1        2.055E+01       3.516E+01        1.201E+01

       d
      90

V S30 (m/sec)
   760

F Measured
    1

Z 1.0 (m)
DEFAULT      DEFINITION OF PARAMETERS:

Z 2.5 (km)         N    = Number of standard deviations to be considered in the calculations
DEFAULT       PSA       = Pseudo-absolute acceleration response spectrum (g; 5% damping)
              PGA       = Peak ground acceleration (g)
 W (km)       PGV       = Peak ground velocity (cm/s)
  15.00       SD        = Relative displacement response spectrum (cm; 5% damping)
              M         = Moment magnitude
  F AS        R RUP     = Closest distance to coseismic rupture (km), used in AS08, CB08 and CY08. See F
    0         R JB      = Closest distance to surface projection of coseismic rupture (km). See Figures a, b
              RX        = Horizontal distance from top of rupture measured perpendicular to fault strike (km)
HW Taper      U         = Unspecified-mechanism factor: 1 for unspecified; 0 otherwise, used in BA08
    1         F RV      = Reverse-faulting factor: 0 for strike slip, normal, normal-oblique; 1 for reverse, rev
              FN        = Normal-faulting factor: 0 for strike slip, reverse, reverse-oblique, thrust and norma
              F HW      = Hanging-wall factor: 1 for site on down-dip side of top of rupture; 0 otherwise, used
              Z TOR     = Depth to top of coseismic rupture (km), used in AS08, CB08 and CY08
              d         = Average dip of rupture plane (degrees), used in AS08, CB08 and CY08
              V S 30    = Average shear-wave velocity in top 30m of site profile
              F Measured = Vs30 Factor: 1 if VS30 is measured, 0 if Vs30 is inferred, used in AS08 and CY08
              Z 1.0     = Depth to 1.0 km/sec velocity horizon (m), used in AS08 and CY08. Enter "DEFAUL
                         site specific number
              Z 2.5     = Depth of 2.5 km/s shear-wave velocity horizon (km), used in CB08. Enter "DEFAU
                         site specific number
             W          = Fault rupture width (km), used in AS08
             F AS       = Aftershock factor: 0 for mainshock; 1 for aftershock, used in AS08 and CY08
             HW Taper = To choose the hanging wall taper to be used in AS08. Enter 0 to use the hanging w
                         or enter 1 to use the revised hanging wall taper suggested by Norm Abrahamson
Linda Al Atik, PEER - Sep, 2009 - l_atik@berkeley.edu

alues from the NGA models


                                                         AS08: Abrahamson & Silva 2008 NGA Model
                                                         BA08: Boore & Atkinson 2008 NGA Model
                                                         CB08: Campbell & Bozorgnia 2008 NGA Model
                                                         CY08: Chiou & Youngs 2008 NGA Model
                                                         I08: Idriss 2008 NGA Model
nt

             SD Median                                       5%-Damped Pseudo-Absolute Acceleration Response Spectrum
             5.829E-04
                                                       10
             2.366E-03
             5.645E-03
             1.821E-02
             5.118E-02
                                                         1
             1.063E-01
             2.849E-01
                            Spectral Acceleration)




             5.264E-01
             7.830E-01
                                                       0.1
             1.040E+00
             1.598E+00
             2.124E+00
             3.162E+00
                                                      0.01
             4.660E+00
             6.861E+00
             8.576E+00
             1.172E+01
                                                     0.001
             1.425E+01                                    0.01                   0.1                     1                  10
             1.683E+01                                                                 Period (s)
             2.180E+01
                                                                             Median       Median + N.σ       Median - N.σ
             2.156E+01
 e calculations
 5% damping)




 S08, CB08 and CY08. See Figures a, b and c for illustation
 pture (km). See Figures a, b and c for illustation
 pendicular to fault strike (km), used in AS08 and CY08. See Figures a, b and c for illustation
 therwise, used in BA08
mal-oblique; 1 for reverse, reverse-oblique and thrust
 se-oblique, thrust and normal-oblique; 1 for normal
p of rupture; 0 otherwise, used in AS08 and CY08
 , CB08 and CY08
 , CB08 and CY08


 red, used in AS08 and CY08
08 and CY08. Enter "DEFAULT" in order to use the default values or enter your


used in CB08. Enter "DEFAULT" in order to use the default value or enter your



 used in AS08 and CY08
 Enter 0 to use the hanging wall taper as published in Abrahamson and Silva (2008),
 ted by Norm Abrahamson
10
Figures (a), (b) and (c): Definition of Fault Geo
Courtesy of Bob Youngs
a), (b) and (c): Definition of Fault Geometry and Distance Measures
of Bob Youngs
ABRAHAMSON-SILVA NGA MODEL COEFFICIENTS (FEB 2008, EARTHQUAKE SPECTRA, V. 24, P. 67-97):

  T (s)     c1       c4      a3       a4       a5        n       c        c2


  0.010    6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.020    6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.030    6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.040    6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.050    6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.075    6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.10     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.15     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.20     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.25     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.30     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.40     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.50     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  0.75     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   1.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   1.5     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   2.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   3.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   4.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   5.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   7.5     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  10.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
   0.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
  -1.0     6.75     4.5     0.265    -0.231   -0.398    1.18    1.88     50.0
CTRA, V. 24, P. 67-97):

                V LIN       b        a1        a2        a8       a 10      a 12     a 13      a 14


               865.1      -1.186   0.8110    -0.9679   -0.0372   0.9445    0.0000   -0.0600   1.0800
               865.1      -1.219   0.8550    -0.9774   -0.0372   0.9834    0.0000   -0.0600   1.0800
               907.8      -1.273   0.9620    -1.0024   -0.0372   1.0471    0.0000   -0.0600   1.1331
               994.5      -1.308   1.0370    -1.0289   -0.0315   1.0884    0.0000   -0.0600   1.1708
               1053.5     -1.346   1.1330    -1.0508   -0.0271   1.1333    0.0000   -0.0600   1.2000
               1085.7     -1.471   1.3750    -1.0810   -0.0191   1.2808    0.0000   -0.0600   1.2000
               1032.5     -1.624   1.5630    -1.0833   -0.0166   1.4613    0.0000   -0.0600   1.2000
               877.6      -1.931   1.7160    -1.0357   -0.0254   1.8071    0.0181   -0.0600   1.1683
               748.2      -2.188   1.6870    -0.9700   -0.0396   2.0773    0.0309   -0.0600   1.1274
               654.3      -2.381   1.6460    -0.9202   -0.0539   2.2794    0.0409   -0.0600   1.0956
               587.1      -2.518   1.6010    -0.8974   -0.0656   2.4201    0.0491   -0.0600   1.0697
               503.0      -2.657   1.5110    -0.8677   -0.0807   2.5510    0.0619   -0.0600   1.0288
               456.6      -2.669   1.3970    -0.8475   -0.0924   2.5395    0.0719   -0.0600   0.9971
               410.5      -2.401   1.1370    -0.8206   -0.1137   2.1493    0.0800   -0.0600   0.9395
               400.0      -1.955   0.9150    -0.8088   -0.1289   1.5705    0.0800   -0.0600   0.8985
               400.0      -1.025   0.5100    -0.7995   -0.1534   0.3991    0.0800   -0.0600   0.8409
               400.0      -0.299   0.1920    -0.7960   -0.1708   -0.6072   0.0800   -0.0600   0.8000
               400.0      0.000    -0.2800   -0.7960   -0.1954   -0.9600   0.0800   -0.0600   0.4793
               400.0      0.000    -0.6390   -0.7960   -0.2128   -0.9600   0.0800   -0.0600   0.2518
               400.0      0.000    -0.9360   -0.7960   -0.2263   -0.9208   0.0800   -0.0600   0.0754
               400.0      0.000    -1.5270   -0.7960   -0.2509   -0.7700   0.0800   -0.0600   0.0000
               400.0      0.000    -1.9930   -0.7960   -0.2683   -0.6630   0.0800   -0.0600   0.0000
               865.1      -1.186   0.8040    -0.9679   -0.0372   0.9445    0.0000   -0.0600   1.0800
               400.0      -1.955   5.7578    -0.9046   -0.1200   1.5390    0.0800   -0.0600   0.7000
 a 15      a 16      a 18      s1        s2       s1       s2       s3      s4
                              Estimated V S 30   Measured V S 30
-0.3500   0.9000    -0.0067   0.590     0.470    0.576     0.453   0.420   0.300
-0.3500   0.9000    -0.0067   0.590     0.470    0.576     0.453   0.420   0.300
-0.3500   0.9000    -0.0067   0.605     0.478    0.591     0.461   0.462   0.305
-0.3500   0.9000    -0.0067   0.615     0.483    0.602     0.466   0.492   0.309
-0.3500   0.9000    -0.0076   0.623     0.488    0.610     0.471   0.515   0.312
-0.3500   0.9000    -0.0093   0.630     0.495    0.617     0.479   0.550   0.317
-0.3500   0.9000    -0.0093   0.630     0.501    0.617     0.485   0.550   0.321
-0.3500   0.9000    -0.0093   0.630     0.509    0.616     0.491   0.550   0.326
-0.3500   0.9000    -0.0083   0.630     0.514    0.614     0.495   0.520   0.329
-0.3500   0.9000    -0.0069   0.630     0.518    0.612     0.497   0.497   0.332
-0.3500   0.9000    -0.0057   0.630     0.522    0.611     0.499   0.479   0.335
-0.3500   0.8423    -0.0039   0.630     0.527    0.608     0.501   0.449   0.338
-0.3191   0.7458    -0.0025   0.630     0.532    0.606     0.504   0.426   0.341
-0.2629   0.5704    0.0000    0.630     0.539    0.602     0.506   0.385   0.346
-0.2230   0.4460    0.0000    0.630     0.545    0.594     0.503   0.350   0.350
-0.1668   0.2707    0.0000    0.615     0.552    0.566     0.497   0.350   0.350
-0.1270   0.1463    0.0000    0.604     0.558    0.544     0.491   0.350   0.350
-0.0708   -0.0291   0.0000    0.589     0.565    0.527     0.500   0.350   0.350
-0.0309   -0.1535   0.0000    0.578     0.570    0.515     0.505   0.350   0.350
0.0000    -0.2500   0.0000    0.570     0.587    0.510     0.529   0.350   0.350
0.0000    -0.2500   0.0000    0.611     0.618    0.572     0.579   0.350   0.350
0.0000    -0.2500   0.0000    0.640     0.640    0.612     0.612   0.350   0.350
-0.3500   0.9000    -0.0067   0.590     0.470    0.576     0.453   0.470   0.300
-0.3900   0.6300    0.0000    0.590     0.470    0.576     0.453   0.420   0.300
r h /t

1.000
1.000
0.991
0.982
0.973
0.952
0.929
0.896
0.874
0.856
0.841
0.818
0.783
0.680
0.607
0.504
0.431
0.328
0.255
0.200
0.200
0.200
1.000
0.740
CALCUATION OF GROUND MOTION FOR ABRAHAMSON-SILVA NGA MODEL (FEB 2008, EARTHQUAKE SPECTRA, V.


Explanatory Variables                                               Geometric Mean Horizontal Component

     M                    GMP       T (s)   lnAF/lnA     V1       e2       a 21    PSA 1100
    7.35                PSA (g)     0.010     -0.0161    1500.00   0.0000   0.0000   1.921E-01
                                    0.020     -0.0166    1500.00   0.0000   0.0000   1.958E-01
 R RUP (km)                         0.030     -0.0243    1500.00   0.0000   0.0000   2.084E-01
    13.60                           0.040     -0.0395    1500.00   0.0000   0.0000   2.198E-01
                                    0.050     -0.0507    1500.00   0.0000   0.0000   2.357E-01
 R JB (km)                          0.075     -0.0614    1500.00   0.0000   0.0000   2.838E-01
    13.60                           0.10      -0.0569    1500.00   0.0000   0.0000   3.338E-01
                                    0.15      -0.0294    1500.00   0.0000   0.0000   4.039E-01
  R X (km)                          0.20       0.0000    1500.00   0.0000   0.0000   4.200E-01
    13.60                           0.25      0.0000     1500.00   0.0000   0.0000   4.165E-01
                                    0.30      0.0000     1500.00   0.0000   0.0000   3.882E-01
    F RV                            0.40      0.0000     1500.00   0.0092   0.0092   3.349E-01
      0                             0.50      0.0000     1500.00   0.0245   0.0245   2.841E-01
                                    0.75      0.0000     1083.54   0.0523   0.0523   1.979E-01
    F NM                             1.0      0.0000      862.03   0.0720   0.0720   1.747E-01
      0                              1.5      0.0000     764.77    0.0998   0.0998   1.183E-01
                                     2.0      0.0000     700.00    0.1196   0.1196   8.283E-02
    F HW                             3.0      0.0000     700.00    0.1196   0.1196   4.914E-02
      0                              4.0      0.0000     700.00    0.1196   0.1196   3.312E-02
                                     5.0      0.0000     700.00    0.1196   0.1196   2.448E-02
 Z TOR (km)                          7.5      0.0000     700.00    0.1196   0.1196   1.428E-02
    1.00                            10.0      0.0000     700.00    0.1196   0.1196   9.294E-03


    Dip                 PGA (g)      0        -0.0161    1500.00   0.0000   0.0000   1.908E-01
     90                 PGV (c/s)    -1       0.0000     862.00    0.0720   0.0720   1.727E+01

V S30 (m/sec)
     760

  Z 1.0 (m)
33.7229192


  W (km)
    15.00

  F Measured
      1
      F AS
         0

 Z 1.0(V S 30)
  33.7229

      TD
     9.0157

  PGA 1100
 1.908E-01


 HW Taper        To choose the hanging wall taper to be used in AS08.
         1       Enter 0 to use the hanging wall taper as published in Abrahamson and Silva (2008) or enter 1 to use the revised


DEFINITION OF PARAMETERS:


 PSA             = Pseudo-absolute acceleration response spectrum (g; 5% damping)
 PGA             = Peak ground acceleration (g)
 PGV             = Peak ground velocity (cm/s)
 M               = Moment magnitude
 R RUP           = Closest distance to coseismic rupture (km)
 R JB            = Closest distance to surface projection of coseismic rupture (km)
 RX              = Horizontal distance from top of rupture measured perpendicular to fault strike (km)
 F RV            = Reverse-faulting factor: 0 for strike slip, normal, normal-oblique; 1 for reverse, reverse-oblique and thrust
 FN              = Normal-faulting factor: 0 for strike slip, reverse, reverse-oblique, thrust and normal-oblique; 1 for normal
 F HW            = Hanging-wall factor: 1 for site on down-dip side of top of rupture; 0 otherwise
 Z TOR           = Depth to top of coseismic rupture (km)
 d               = Average dip of rupture plane (degrees)
 V S 30          = Average shear-wave velocity in top 30m of site profile
 Z 1.0           = Depth to 1.0 km/sec velocity horizon (m)
 W               = Fault rupture width (km)
 F Measured      = Vs30 Factor: 1 if VS30 is measured, 0 if Vs30 is inferred
 AS              = Aftershock factor: 0 for mainshock; 1 for aftershock
 TD              = Period at which rock spectrum reaches constant displacement (s)
 PGA 1100        = PGA on rock with Vs30 = 1100 m/s (g)
EARTHQUAKE SPECTRA, V. 24, P. 67-97):


orizontal Component

             T D Limit    Median        s       t       sT
            0.000E+00    2.233E-01   0.4489   0.2952   0.5373                                5%-Damped Pseudo
            0.000E+00    2.274E-01   0.4488   0.2950   0.5371                                         Response Spectr
            0.000E+00    2.399E-01   0.4548   0.2978   0.5436
            0.000E+00    2.488E-01   0.4560   0.2974   0.5444
            0.000E+00    2.634E-01   0.4582   0.2972   0.5462                                 10
            0.000E+00    3.134E-01   0.4637   0.2995   0.5521
            0.000E+00    3.706E-01   0.4711   0.3052   0.5613
            0.000E+00    4.653E-01   0.4840   0.3181   0.5792
            0.000E+00    5.061E-01   0.4950   0.3290   0.5944
            0.000E+00    5.067E-01   0.4970   0.3320   0.5977
            0.000E+00    4.759E-01   0.4990   0.3350   0.6010
            0.000E+00    4.156E-01   0.5010   0.3380   0.6044                                   1
            0.000E+00    3.559E-01   0.5040   0.3410   0.6085




                                                                Spectral Acceleration (g)
            0.000E+00    2.522E-01   0.5060   0.3460   0.6130
            0.000E+00    1.916E-01   0.5030   0.3500   0.6128
            0.000E+00    1.189E-01   0.4970   0.3500   0.6079
            0.000E+00    8.283E-02   0.4910   0.3500   0.6030
            0.000E+00    4.914E-02   0.5000   0.3500   0.6103
                                                                                              0.1
            0.000E+00    3.312E-02   0.5050   0.3500   0.6144
            0.000E+00    2.448E-02   0.5290   0.3500   0.6343
            1.085E-02    1.428E-02   0.5790   0.3500   0.6766
                         8.817E-03   0.6120   0.3500   0.7050


                         2.217E-01   0.4489   0.2952   0.5373
                         1.902E+01   0.4530   0.3000   0.5433                                0.01




                                                                                            0.001
                                                                                                 0.01
 or enter 1 to use the revised hanging wall taper suggested by Norm Abrahamson




everse-oblique and thrust
mal-oblique; 1 for normal
mped Pseudo-Absolute Acceleration
    Response Spectrum




           0.1                1     10
                 Period (s)
BOORE-ATKINSON NGA MODEL COEFFICIENTS (FEB 2008, EARTHQUAKE SPECTRA, V. 24, P. 99-138):

  T (s)     e1         e2         e3         e4         e5        e6         e7      Mh


  0.010   -0.52883   -0.49429   -0.74551   -0.49966   0.28897   -0.10019   0.00000   6.75
  0.020   -0.52192   -0.48508   -0.73906   -0.48895   0.25144   -0.11006   0.00000   6.75
  0.030   -0.45285   -0.41831   -0.66722   -0.42229   0.17976   -0.12858   0.00000   6.75
  0.050   -0.28476   -0.25022   -0.48462   -0.26092   0.06369   -0.15752   0.00000   6.75
  0.075   0.00767    0.04912    -0.20578   0.02706    0.01170   -0.17051   0.00000   6.75
  0.10    0.20109    0.23102    0.03058    0.22193    0.04697   -0.15948   0.00000   6.75
  0.15    0.46128    0.48661    0.30185    0.49328    0.17990   -0.14539   0.00000   6.75
  0.20    0.57180    0.59253    0.40860    0.61472    0.52729   -0.12964   0.00102   6.75
  0.25    0.51884    0.53496    0.33880    0.57747    0.60880   -0.13843   0.08607   6.75
  0.30    0.43825    0.44516    0.25356    0.51990    0.64472   -0.15694   0.10601   6.75
  0.40    0.39220    0.40602    0.21398    0.46080    0.78610   -0.07843   0.02262   6.75
  0.50    0.18957    0.19878    0.00967    0.26337    0.76837   -0.09054   0.00000   6.75
  0.75    -0.21338   -0.19496   -0.49176   -0.10813   0.75179   -0.14053   0.10302   6.75
   1.0    -0.46896   -0.43443   -0.78465   -0.39330   0.67880   -0.18257   0.05393   6.75
   1.5    -0.86271   -0.79593   -1.20902   -0.88085   0.70689   -0.25950   0.19082   6.75
   2.0    -1.22652   -1.15514   -1.57697   -1.27669   0.77989   -0.29657   0.29888   6.75
   3.0    -1.82979   -1.74690   -2.22584   -1.91814   0.77966   -0.45384   0.67466   6.75
   4.0    -2.24656   -2.15906   -2.58228   -2.38168   1.24961   -0.35874   0.79508   6.75
   5.0    -1.28408   -1.21270   -1.50904   -1.41093   0.14271   -0.39006   0.00000   8.50
   7.5    -1.43145   -1.31632   -1.81022   -1.59217   0.52407   -0.37578   0.00000   8.50
  10.0    -2.15446   -2.16137   -2.53323   -2.14635   0.40387   -0.48492   0.00000   8.50
   0      -0.53804   -0.50350   -0.75472   -0.50970   0.28805   -0.10164   0.00000   6.75
   -1     5.00121    5.04727    4.63188    5.08210    0.18322   -0.12736   0.00000   8.50
RA, V. 24, P. 99-138):

                 c1        c2         c3       M ref   R ref    h      b lin   V ref    b1


              -0.66220   0.12000    -0.01151   4.5     1.0     1.35   -0.360   760     -0.640
              -0.66600   0.12280    -0.01151   4.5     1.0     1.35   -0.340   760     -0.630
              -0.69010   0.12830    -0.01151   4.5     1.0     1.35   -0.330   760     -0.620
              -0.71700   0.13170    -0.01151   4.5     1.0     1.35   -0.290   760     -0.640
              -0.72050   0.12370    -0.01151   4.5     1.0     1.55   -0.230   760     -0.640
              -0.70810   0.11170    -0.01151   4.5     1.0     1.68   -0.250   760     -0.600
              -0.69610   0.09884    -0.01113   4.5     1.0     1.86   -0.280   760     -0.530
              -0.58300   0.04273    -0.00952   4.5     1.0     1.98   -0.310   760     -0.520
              -0.57260   0.02977    -0.00837   4.5     1.0     2.07   -0.390   760     -0.520
              -0.55430   0.01955    -0.00750   4.5     1.0     2.14   -0.440   760     -0.520
              -0.64430   0.04394    -0.00626   4.5     1.0     2.24   -0.500   760     -0.510
              -0.69140   0.06080    -0.00540   4.5     1.0     2.32   -0.600   760     -0.500
              -0.74080   0.07518    -0.00409   4.5     1.0     2.46   -0.690   760     -0.470
              -0.81830   0.10270    -0.00334   4.5     1.0     2.54   -0.700   760     -0.440
              -0.83030   0.09793    -0.00255   4.5     1.0     2.66   -0.720   760     -0.400
              -0.82850   0.09432    -0.00217   4.5     1.0     2.73   -0.730   760     -0.380
              -0.78440   0.07282    -0.00191   4.5     1.0     2.83   -0.740   760     -0.340
              -0.68540   0.03758    -0.00191   4.5     1.0     2.89   -0.750   760     -0.310
              -0.50960   -0.02391   -0.00191   4.5     1.0     2.93   -0.750   760     -0.291
              -0.37240   -0.06568   -0.00191   4.5     1.0     3.00   -0.692   760     -0.247
              -0.09824   -0.13800   -0.00191   4.5     1.0     3.04   -0.650   760     -0.215
              -0.66050   0.11970    -0.01151   4.5     1.0     1.35   -0.360   760     -0.640
              -0.87370   0.10060    -0.00334   4.5     1.0     2.54   -0.600   760     -0.500
 b2     V1    V2    a1     pga_low   a2      s       tU     s TU

-0.14   180   300   0.03    0.06     0.09   0.502   0.267   0.569
-0.12   180   300   0.03    0.06     0.09   0.502   0.267   0.569
-0.11   180   300   0.03    0.06     0.09   0.507   0.276   0.578
-0.11   180   300   0.03    0.06     0.09   0.516   0.286   0.589
-0.11   180   300   0.03    0.06     0.09   0.513   0.322   0.606
-0.13   180   300   0.03    0.06     0.09   0.520   0.313   0.608
-0.18   180   300   0.03    0.06     0.09   0.518   0.288   0.592
-0.19   180   300   0.03    0.06     0.09   0.523   0.283   0.596
-0.16   180   300   0.03    0.06     0.09   0.527   0.267   0.592
-0.14   180   300   0.03    0.06     0.09   0.546   0.272   0.608
-0.10   180   300   0.03    0.06     0.09   0.541   0.267   0.603
-0.06   180   300   0.03    0.06     0.09   0.555   0.265   0.615
0.00    180   300   0.03    0.06     0.09   0.571   0.311   0.649
0.00    180   300   0.03    0.06     0.09   0.573   0.318   0.654
0.00    180   300   0.03    0.06     0.09   0.566   0.382   0.684
0.00    180   300   0.03    0.06     0.09   0.580   0.398   0.702
0.00    180   300   0.03    0.06     0.09   0.566   0.410   0.700
0.00    180   300   0.03    0.06     0.09   0.583   0.394   0.702
0.00    180   300   0.03    0.06     0.09   0.601   0.414   0.730
0.00    180   300   0.03    0.06     0.09   0.626   0.465   0.781
0.00    180   300   0.03    0.06     0.09   0.645   0.355   0.735
-0.14   180   300   0.03    0.06     0.09   0.502   0.265   0.566
-0.06   180   300   0.03    0.06     0.09   0.500   0.286   0.576
 tM     s TM

0.262   0.566
0.262   0.566
0.274   0.576
0.286   0.589
0.320   0.606
0.318   0.608
0.290   0.594
0.288   0.596
0.267   0.592
0.269   0.608
0.267   0.603
0.265   0.615
0.299   0.645
0.302   0.647
0.373   0.679
0.389   0.700
0.401   0.695
0.385   0.698
0.437   0.744
0.477   0.787
0.477   0.801
0.260   0.564
0.256   0.560
CALCUATION OF GROUND MOTION FOR BOORE-ATKINSON NGA MODEL (FEB 2008, EARTHQUAKE SPECTRA, V. 24


Explanatory Variables                                     Geometric Mean Horizontal Component

       M                     GMP         T (s)      Median          bnl           s       tU      s TU
     7.35                 PSA (g)        0.010     2.282E-01      0.0000        0.5020   0.2670   0.5690
                                         0.020     2.329E-01      0.0000        0.5020   0.2670   0.5690
  RJB (km)                               0.030     2.435E-01      0.0000        0.5070   0.2760   0.5780
     13.60                               0.050     2.754E-01      0.0000        0.5160   0.2860   0.5890
                                         0.075     3.466E-01      0.0000        0.5130   0.3220   0.6060
       U                                 0.10      3.924E-01      0.0000        0.5200   0.3130   0.6080
       0                                 0.15      4.769E-01      0.0000        0.5180   0.2880   0.5920
                                         0.20      4.786E-01      0.0000        0.5230   0.2830   0.5960
      SS                                 0.25      4.499E-01      0.0000        0.5270   0.2670   0.5920
       1                                 0.30      4.088E-01      0.0000        0.5460   0.2720   0.6080
                                         0.40      3.598E-01      0.0000        0.5410   0.2670   0.6030
      NS                                 0.50      2.923E-01      0.0000        0.5550   0.2650   0.6150
       0                                 0.75      2.084E-01      0.0000        0.5710   0.3110   0.6490
                                          1.0      1.611E-01      0.0000        0.5730   0.3180   0.6540
      RS                                  1.5      1.150E-01      0.0000        0.5660   0.3820   0.6840
       0                                  2.0      8.411E-02      0.0000        0.5800   0.3980   0.7020
                                          3.0      5.588E-02      0.0000        0.5660   0.4100   0.7000
VS30 (m/sec)                              4.0      3.960E-02      0.0000        0.5830   0.3940   0.7020
      760                                 5.0      3.212E-02      0.0000        0.6010   0.4140   0.7300
                                          7.5      1.995E-02      0.0000        0.6260   0.4650   0.7810
Calculated Variables                     10.0      1.019E-02      0.0000        0.6450   0.3550   0.7350


  pga4nl                  PGA (g)          0       2.266E-01      0.0000        0.5020   0.2650   0.5660
 2.266E-01                PGV (c/s)        -1      2.183E+01      0.0000        0.5000   0.2860   0.5760



DEFINITION OF PARAMETERS:


 PSA           = Pseudo-absolute acceleration response spectrum (g; 5% damping)
 PGA           = Peak ground acceleration (g)
 PGV           = Peak ground velocity (cm/s)
 M             = Moment magnitude
 RJB           = Closest distance to surface projection of coseismic rupture (km)
 U             = Unspecified-mechanism factor: 1 for unspecified; 0 otherwise
 SS            = Strike-slip-mechanism factor: 1 for strike slip; 0 otherwise
 NS            = Normal-mechanism factor: 1 for normal; 0 otherwise
 RS            = Reverse-mechanism factor: 1 for reverse; 0 otherwise
VS30   = Average shear-wave velocity in top 30m of site profile
ARTHQUAKE SPECTRA, V. 24, P. 99-138):


nent

              tM       s TM
            0.2620    0.5660                                         5%-Damped Pseudo-Absolute Acceleration
            0.2620    0.5660                                                  Response Spectrum
            0.2740    0.5760
            0.2860    0.5890
            0.3200    0.6060                                          10
            0.3180    0.6080
            0.2900    0.5940
            0.2880    0.5960
            0.2670    0.5920
            0.2690    0.6080
            0.2670    0.6030
            0.2650    0.6150                                            1
            0.2990    0.6450
                                        Spectral Acceleration (g)




            0.3020    0.6470
            0.3730    0.6790
            0.3890    0.7000
            0.4010    0.6950
            0.3850    0.6980
                                                                      0.1
            0.4370    0.7440
            0.4770    0.7870
            0.4770    0.8010


            0.2600    0.5640
            0.2560    0.5600
                                                                     0.01




                                                                    0.001
                                                                         0.01        0.1                1
                                                                                           Period (s)
Acceleration




               10
CAMPBELL-BOZORGNIA NGA MODEL COEFFICIENTS (MAR 2008, EARTHQUAKE SPECTRA):

  T (s)     c0       c1      c2       c3       c4       c5     c6      c7

 0.010     -1.715   0.500   -0.530   -0.262   -2.118   0.170   5.60   0.280
 0.020     -1.680   0.500   -0.530   -0.262   -2.123   0.170   5.60   0.280
 0.030     -1.552   0.500   -0.530   -0.262   -2.145   0.170   5.60   0.280
 0.050     -1.209   0.500   -0.530   -0.267   -2.199   0.170   5.74   0.280
 0.075     -0.657   0.500   -0.530   -0.302   -2.277   0.170   7.09   0.280
  0.10     -0.314   0.500   -0.530   -0.324   -2.318   0.170   8.05   0.280
  0.15     -0.133   0.500   -0.530   -0.339   -2.309   0.170   8.79   0.280
  0.20     -0.486   0.500   -0.446   -0.398   -2.220   0.170   7.60   0.280
  0.25     -0.890   0.500   -0.362   -0.458   -2.146   0.170   6.58   0.280
  0.30     -1.171   0.500   -0.294   -0.511   -2.095   0.170   6.04   0.280
  0.40     -1.466   0.500   -0.186   -0.592   -2.066   0.170   5.30   0.280
  0.50     -2.569   0.656   -0.304   -0.536   -2.041   0.170   4.73   0.280
  0.75     -4.844   0.972   -0.578   -0.406   -2.000   0.170   4.00   0.280
   1.0     -6.406   1.196   -0.772   -0.314   -2.000   0.170   4.00   0.255
   1.5     -8.692   1.513   -1.046   -0.185   -2.000   0.170   4.00   0.161
   2.0     -9.701   1.600   -0.978   -0.236   -2.000   0.170   4.00   0.094
   3.0    -10.556   1.600   -0.638   -0.491   -2.000   0.170   4.00   0.000
   4.0    -11.212   1.600   -0.316   -0.770   -2.000   0.170   4.00   0.000
   5.0    -11.684   1.600   -0.070   -0.986   -2.000   0.170   4.00   0.000
   7.5    -12.505   1.600   -0.070   -0.656   -2.000   0.170   4.00   0.000
  10.0    -13.087   1.600   -0.070   -0.422   -2.000   0.170   4.00   0.000
    0      -1.715   0.500   -0.530   -0.262   -2.118   0.170   5.60   0.280
   -1       0.954   0.696   -0.309   -0.019   -2.016   0.170   4.00   0.245
   -2      -5.270   1.600   -0.070    0.000   -2.000   0.170   4.00   0.000
 c8       c9      c 10     c 11    c 12    k1     k2       k3      c

-0.120   0.490    1.058   0.040   0.610    865   -1.186   1.839   1.88
-0.120   0.490    1.102   0.040   0.610    865   -1.219   1.840   1.88
-0.120   0.490    1.174   0.040   0.610    908   -1.273   1.841   1.88
-0.120   0.490    1.272   0.040   0.610   1054   -1.346   1.843   1.88
-0.120   0.490    1.438   0.040   0.610   1086   -1.471   1.845   1.88
-0.099   0.490    1.604   0.040   0.610   1032   -1.624   1.847   1.88
-0.048   0.490    1.928   0.040   0.610    878   -1.931   1.852   1.88
-0.012   0.490    2.194   0.040   0.610    748   -2.188   1.856   1.88
 0.000   0.490    2.351   0.040   0.700    654   -2.381   1.861   1.88
 0.000   0.490    2.460   0.040   0.750    587   -2.518   1.865   1.88
 0.000   0.490    2.587   0.040   0.850    503   -2.657   1.874   1.88
 0.000   0.490    2.544   0.040   0.883    457   -2.669   1.883   1.88
 0.000   0.490    2.133   0.077   1.000    410   -2.401   1.906   1.88
 0.000   0.490    1.571   0.150   1.000    400   -1.955   1.929   1.88
 0.000   0.490    0.406   0.253   1.000    400   -1.025   1.974   1.88
 0.000   0.371   -0.456   0.300   1.000    400   -0.299   2.019   1.88
 0.000   0.154   -0.820   0.300   1.000    400    0.000   2.110   1.88
 0.000   0.000   -0.820   0.300   1.000    400    0.000   2.200   1.88
 0.000   0.000   -0.820   0.300   1.000    400    0.000   2.291   1.88
 0.000   0.000   -0.820   0.300   1.000    400    0.000   2.517   1.88
 0.000   0.000   -0.820   0.300   1.000    400    0.000   2.744   1.88
-0.120   0.490    1.058   0.040   0.610    865   -1.186   1.839   1.88
 0.000   0.358    1.694   0.092   1.000    400   -1.955   1.929   1.88
 0.000   0.000   -0.820   0.300   1.000    400    0.000   2.744   1.88
 n     s lnY   t lnY   s lnAF    sC      r

1.18   0.478   0.219   0.300    0.166   1.000
1.18   0.480   0.219   0.300    0.166   0.999
1.18   0.489   0.235   0.300    0.165   0.989
1.18   0.510   0.258   0.300    0.162   0.963
1.18   0.520   0.292   0.300    0.158   0.922
1.18   0.531   0.286   0.300    0.170   0.898
1.18   0.532   0.280   0.300    0.180   0.890
1.18   0.534   0.249   0.300    0.186   0.871
1.18   0.534   0.240   0.300    0.191   0.852
1.18   0.544   0.215   0.300    0.198   0.831
1.18   0.541   0.217   0.300    0.206   0.785
1.18   0.550   0.214   0.300    0.208   0.735
1.18   0.568   0.227   0.300    0.221   0.628
1.18   0.568   0.255   0.300    0.225   0.534
1.18   0.564   0.296   0.300    0.222   0.411
1.18   0.571   0.296   0.300    0.226   0.331
1.18   0.558   0.326   0.300    0.229   0.289
1.18   0.576   0.297   0.300    0.237   0.261
1.18   0.601   0.359   0.300    0.237   0.200
1.18   0.628   0.428   0.300    0.271   0.174
1.18   0.667   0.485   0.300    0.290   0.174
1.18   0.478   0.219   0.300    0.166   1.000
1.18   0.484   0.203   0.300    0.190   0.691
1.18   0.667   0.485   0.300    0.290   0.174
CALCUATION OF GROUND MOTION FOR CAMPBELL-BOZORGNIA NGA MODEL (MAR 2008, EARTHQUAKE SPECTRA


Explanatory Variables                             Geometric Mean and Arbitrary Horizontal Components


     M                        GMP        T (s)      Median       a         s          t       sC
    7.35                   PSA (g)       0.010     2.089E-01   -0.0159   0.4734     0.2190   0.1660
                                         0.020     2.132E-01   -0.0163   0.4753     0.2190   0.1660
 R RUP (km)                              0.030     2.299E-01   -0.0240   0.4821     0.2350   0.1650
    13.60                                0.050     2.823E-01   -0.0501   0.4956     0.2580   0.1620
                                         0.075     3.676E-01   -0.0606   0.5032     0.2920   0.1580
 R JB (km)                                0.10     4.379E-01   -0.0560   0.5158     0.2860   0.1700
    13.60                                0.15      5.102E-01   -0.0291   0.5241     0.2800   0.1800
                                         0.20      5.169E-01   0.0000    0.5340     0.2490   0.1860
    F RV                                 0.25      4.532E-01   0.0000    0.5340     0.2400   0.1910
      0                                  0.30      4.051E-01   0.0000    0.5440     0.2150   0.1980
                                         0.40      3.438E-01   0.0000    0.5410     0.2170   0.2060
    F NM                                 0.50      3.016E-01   0.0000    0.5500     0.2140   0.2080
      0                                  0.75      2.093E-01   0.0000    0.5680     0.2270   0.2210
                                          1.0      1.609E-01   0.0000    0.5680     0.2550   0.2250
 Z TOR (km)                               1.5      1.043E-01   0.0000    0.5640     0.2960   0.2220
    1.00                                  2.0      7.669E-02   0.0000    0.5710     0.2960   0.2260
                                          3.0      4.890E-02   0.0000    0.5580     0.3260   0.2290
      d                                   4.0      3.632E-02   0.0000    0.5760     0.2970   0.2370
     90                                   5.0      2.972E-02   0.0000    0.6010     0.3590   0.2370
                                          7.5      1.731E-02   0.0000    0.6280     0.4280   0.2710
V S 30 (m/sec)                           10.0      1.180E-02   0.0000    0.6670     0.4850   0.2900
     760
                           PGA (g)          0      2.089E-01   -0.0159   0.4734     0.2190   0.1660
  Z 2.5 (km)               PGV (c/s)       -1      2.055E+01    0.0000   0.4840     0.2030   0.1900
    0.64                   PGD (cm)        -2      4.194E+01   0.0000    0.6670     0.4850   0.2900


Calculated Variables

    A 1100
 1.874E-01


DEFINITION OF PARAMETERS:


 PSA             = Pseudo-absolute acceleration response spectrum (g; 5% damping)
 PGA             = Peak ground acceleration (g)
 PGV             = Peak ground velocity (cm/s)
 PGD             = Peak ground displacement (cm)
M        = Moment magnitude
R RUP    = Closest distance to coseismic rupture (km)
R JB     = Closest distance to surface projection of coseismic rupture (km)
F RV     = Reverse-faulting factor: 0 for strike slip, normal, normal-oblique; 1 for reverse, reverse-oblique and thrust
F NM     = Normal-faulting factor: 0 for strike slip, reverse, reverse-oblique and thrust; 1 for normal and normal-oblique
Z TOR    = Depth to top of coseismic rupture (km)
d        =   Average dip of rupture plane (degrees)
V S30    =   Average shear-wave velocity in top 30m of site profile
A 1100   =   PGA on rock with Vs30 = 1100 m/s (g)
Z 2.5    =   Depth of 2.5 km/s shear-wave velocity horizon (km)
008, EARTHQUAKE SPECTRA):


omponents


             sT      s Arb
            0.5216   0.5474                                5%-Damped Pseudo-Absolute Acceleration
            0.5233   0.5490                                         Response Spectrum
            0.5363   0.5611
            0.5587   0.5818
            0.5818   0.6029                                 10
            0.5897   0.6138
            0.5942   0.6209
            0.5892   0.6179
            0.5855   0.6158
            0.5849   0.6175
            0.5829   0.6182
            0.5902   0.6257                                   1
            0.6117   0.6504
                              Spectral Acceleration (g)




            0.6226   0.6620
            0.6370   0.6745
            0.6432   0.6817
            0.6463   0.6856
            0.6481   0.6900
                                                            0.1
            0.7001   0.7391
            0.7600   0.8069
            0.8247   0.8742


            0.5216   0.5474
            0.5248   0.5582
            0.8247   0.8742                                0.01




                                                          0.001
                                                               0.01        0.1                1
                                                                                 Period (s)
reverse-oblique and thrust
or normal and normal-oblique
Acceleration




               10
CHIOU-YOUNGS NGA MODEL COEFFICIENTS (FEB 2008, EARTHQUAKE SPECTRA, V. 24, P. 173-215):

  T (s)     c2       c3       c4      c 4a     c RB     c HM     cg3       c1


  0.010    1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.2687
  0.020    1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.2515
  0.030    1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.1744
  0.040    1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.0671
  0.050    1.06     3.45     -2.1     -0.5      50      3.0      4.0     -0.9464
  0.075    1.06     3.45     -2.1     -0.5      50      3.0      4.0     -0.7051
  0.10     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -0.5747
  0.15     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -0.5309
  0.20     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -0.6352
  0.25     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -0.7766
  0.30     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -0.9278
  0.40     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.2176
  0.50     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.4695
  0.75     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.9278
   1.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -2.2453
   1.5     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -2.7307
   2.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -3.1413
   3.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -3.7413
   4.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -4.1814
   5.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -4.5187
   7.5     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -5.1224
  10.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -5.5872
   0.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     -1.2687
  -1.0     1.06     3.45     -2.1     -0.5      50      3.0      4.0     2.2884
V. 24, P. 173-215):

               c 1a     c 1b      cn      cM       c5       c6       c7       c 7a     c9


              0.1000   -0.2550   2.996   4.1840   6.1600   0.4893   0.0512   0.0860   0.7900
              0.1000   -0.2550   3.292   4.1879   6.1580   0.4892   0.0512   0.0860   0.8129
              0.1000   -0.2550   3.514   4.1556   6.1550   0.4890   0.0511   0.0860   0.8439
              0.1000   -0.2550   3.563   4.1226   6.1508   0.4888   0.0508   0.0860   0.8740
              0.1000   -0.2550   3.547   4.1011   6.1441   0.4884   0.0504   0.0860   0.8996
              0.1000   -0.2540   3.448   4.0860   6.1200   0.4872   0.0495   0.0860   0.9442
              0.1000   -0.2530   3.312   4.1030   6.0850   0.4854   0.0489   0.0860   0.9677
              0.1000   -0.2500   3.044   4.1717   5.9871   0.4808   0.0479   0.0860   0.9660
              0.1000   -0.2449   2.831   4.2476   5.8699   0.4755   0.0471   0.0860   0.9334
              0.1000   -0.2382   2.658   4.3184   5.7547   0.4706   0.0464   0.0860   0.8946
              0.0999   -0.2313   2.505   4.3844   5.6527   0.4665   0.0458   0.0860   0.8590
              0.0997   -0.2146   2.261   4.4979   5.4997   0.4607   0.0445   0.0850   0.8019
              0.0991   -0.1972   2.087   4.5881   5.4029   0.4571   0.0429   0.0830   0.7578
              0.0936   -0.1620   1.812   4.7571   5.2900   0.4531   0.0387   0.0690   0.6788
              0.0766   -0.1400   1.648   4.8820   5.2480   0.4517   0.0350   0.0450   0.6196
              0.0022   -0.1184   1.511   5.0697   5.2194   0.4507   0.0280   0.0134   0.5101
             -0.0591   -0.1100   1.470   5.2173   5.2099   0.4504   0.0213   0.0040   0.3917
             -0.0931   -0.1040   1.456   5.4385   5.2040   0.4501   0.0106   0.0010   0.1244
             -0.0982   -0.1020   1.465   5.5977   5.2020   0.4501   0.0041   0.0000   0.0086
             -0.0994   -0.1010   1.478   5.7276   5.2010   0.4500   0.0010   0.0000   0.0000
             -0.0999   -0.1010   1.498   5.9891   5.2000   0.4500   0.0000   0.0000   0.0000
             -0.1000   -0.1000   1.502   6.1930   5.2000   0.4500   0.0000   0.0000   0.0000
              0.1000   -0.2550   2.996   4.1840   6.1600   0.4893   0.0512   0.0860   0.7900
              0.1094   -0.0626   1.648   4.2979   5.1700   0.4407   0.0207   0.0437   0.3079
 c 9a     c 10       cg1        cg2        f1        f2         f3       f4        f5

1.5005   -0.3218   -0.00804   -0.00785   -0.4417   -0.1417   -0.007010 0.102151   0.2289
1.5028   -0.3323   -0.00811   -0.00792   -0.4340   -0.1364   -0.007279 0.108360   0.2289
1.5071   -0.3394   -0.00839   -0.00819   -0.4177   -0.1403   -0.007354 0.119888   0.2289
1.5138   -0.3453   -0.00875   -0.00855   -0.4000   -0.1591   -0.006977 0.133641   0.2289
1.5230   -0.3502   -0.00912   -0.00891   -0.3903   -0.1862   -0.006467 0.148927   0.2290
1.5597   -0.3579   -0.00973   -0.00950   -0.4040   -0.2538   -0.005734 0.190596   0.2292
1.6104   -0.3604   -0.00975   -0.00952   -0.4423   -0.2943   -0.005604 0.230662   0.2297
1.7549   -0.3565   -0.00883   -0.00862   -0.5162   -0.3113   -0.005845 0.266468   0.2326
1.9157   -0.3470   -0.00778   -0.00759   -0.5697   -0.2927   -0.006141 0.255253   0.2386
2.0709   -0.3379   -0.00688   -0.00671   -0.6109   -0.2662   -0.006439 0.231541   0.2497
2.2005   -0.3314   -0.00612   -0.00598   -0.6444   -0.2405   -0.006704 0.207277   0.2674
2.3886   -0.3256   -0.00498   -0.00486   -0.6931   -0.1975   -0.007125 0.165464   0.3120
2.5000   -0.3189   -0.00420   -0.00410   -0.7246   -0.1633   -0.007435 0.133828   0.3610
2.6224   -0.2702   -0.00308   -0.00301   -0.7708   -0.1028   -0.008120 0.085153   0.4353
2.6690   -0.2059   -0.00246   -0.00241   -0.7990   -0.0699   -0.008444 0.058595   0.4629
2.6985   -0.0852   -0.00180   -0.00176   -0.8382   -0.0425   -0.007707 0.031787   0.4756
2.7085   0.0160    -0.00147   -0.00143   -0.8663   -0.0302   -0.004792 0.019716   0.4785
2.7145   0.1876    -0.00117   -0.00115   -0.9032   -0.0129   -0.001828 0.009643   0.4796
2.7164   0.3378    -0.00107   -0.00104   -0.9231   -0.0016   -0.001523 0.005379   0.4799
2.7172   0.4579    -0.00102   -0.00099   -0.9222   0.0000    -0.001440 0.003223   0.4799
2.7177   0.7514    -0.00096   -0.00094   -0.8346   0.0000    -0.001369 0.001134   0.4800
2.7180   1.1856    -0.00094   -0.00091   -0.7332   0.0000    -0.001361 0.000515   0.4800
1.5005   -0.3218   -0.00804   -0.00785   -0.4417   -0.1417   -0.007010 0.102151   0.2289
2.6690   -0.1166   -0.00275   -0.00625   -0.7861   -0.0699   -0.008444 5.410000   0.2899
  f6        f7       f8        t1       t2      s1       s2       s3       s4

0.014996   580.0   0.0700    0.3437   0.2637   0.4458   0.3459   0.8000   0.0663
0.014996   580.0   0.0699    0.3471   0.2671   0.4458   0.3459   0.8000   0.0663
0.014996   580.0   0.0701    0.3603   0.2803   0.4535   0.3537   0.8000   0.0663
0.014996   579.9   0.0702    0.3718   0.2918   0.4589   0.3592   0.8000   0.0663
0.014996   579.9   0.0701    0.3848   0.3048   0.4630   0.3635   0.8000   0.0663
0.014996   579.6   0.0686    0.3878   0.3129   0.4702   0.3713   0.8000   0.0663
0.014996   579.2   0.0646    0.3835   0.3152   0.4747   0.3769   0.8000   0.0663
0.014988   577.2   0.0494    0.3719   0.3128   0.4798   0.3847   0.8000   0.0612
0.014964   573.9   -0.0019   0.3601   0.3076   0.4816   0.3902   0.8000   0.0530
0.014881   568.5   -0.0479   0.3522   0.3047   0.4815   0.3946   0.7999   0.0457
0.014639   560.5   -0.0756   0.3438   0.3005   0.4801   0.3981   0.7997   0.0398
0.013493   540.0   -0.0960   0.3351   0.2984   0.4758   0.4036   0.7988   0.0312
0.011133   512.9   -0.0998   0.3353   0.3036   0.4710   0.4079   0.7966   0.0255
0.006739   441.9   -0.0765   0.3429   0.3205   0.4621   0.4157   0.7792   0.0175
0.005749   391.8   -0.0412   0.3577   0.3419   0.4581   0.4213   0.7504   0.0133
0.005544   348.1   0.0140    0.3769   0.3703   0.4493   0.4213   0.7136   0.0090
0.005521   332.5   0.0544    0.4023   0.4023   0.4459   0.4213   0.7035   0.0068
0.005517   324.1   0.1232    0.4406   0.4406   0.4433   0.4213   0.7006   0.0045
0.005517   321.7   0.1859    0.4784   0.4784   0.4424   0.4213   0.7001   0.0034
0.005517   320.9   0.2295    0.5074   0.5074   0.4420   0.4213   0.7000   0.0027
0.005517   320.3   0.2660    0.5328   0.5328   0.4416   0.4213   0.7000   0.0018
0.005517   320.1   0.2682    0.5542   0.5542   0.4414   0.4213   0.7000   0.0014
0.014996   580.0   0.0700    0.3437   0.2637   0.4458   0.3459   0.8000   0.0663
0.006718   459.0   0.1138    0.2539   0.2381   0.4496   0.3554   0.7504   0.0133
CALCUATION OF GROUND MOTION FOR CHIOU-YOUNGS NGA MODEL (FEB 2008, EARTHQUAKE SPECTRA, V. 24, P


Explanatory Variables                       Geometric Mean Horizontal Component

     M                    GMP       T (s)       PSA ref    Median     s NL0         t       sT
    7.35                PSA (g)     0.010     2.165E-01   2.650E-01   0.4496      0.2637   0.5205
                                    0.020     2.202E-01   2.691E-01   0.4498      0.2671   0.5225
 R RUP (km)                         0.030     2.374E-01   2.883E-01   0.4599      0.2803   0.5379
   13.60                            0.040     2.637E-01   3.173E-01   0.4667      0.2918   0.5495
                                    0.050     2.975E-01   3.551E-01   0.4716      0.3048   0.5601
 R JB (km)                          0.075     3.810E-01   4.520E-01   0.4799      0.3129   0.5703
   13.60                            0.10      4.428E-01   5.298E-01   0.4862      0.3152   0.5764
                                    0.15      4.936E-01   6.043E-01   0.4965      0.3128   0.5840
  R X (km)                          0.20      4.789E-01   5.857E-01   0.5044      0.3076   0.5884
   13.60                            0.25      4.453E-01   5.427E-01   0.5108      0.3047   0.5929
                                    0.30      4.058E-01   4.958E-01   0.5160      0.3005   0.5956
    F RV                            0.40      3.309E-01   4.098E-01   0.5240      0.2984   0.6020
      0                             0.50      2.719E-01   3.413E-01   0.5302      0.3036   0.6102
                                    0.75      1.840E-01   2.391E-01   0.5412      0.3205   0.6285
    F NM                             1.0      1.372E-01   1.839E-01   0.5488      0.3419   0.6463
      0                              1.5      8.594E-02   1.204E-01   0.5489      0.3703   0.6618
                                     2.0      5.752E-02   8.300E-02   0.5484      0.4023   0.6795
    F HW                             3.0      3.189E-02   4.840E-02   0.5486      0.4406   0.7029
      0                              4.0      2.052E-02   3.255E-02   0.5492      0.4784   0.7283
                                     5.0      1.451E-02   2.355E-02   0.5493      0.5074   0.7478
 Z TOR (km)                          7.5      7.543E-03   1.205E-02   0.5493      0.5328   0.7653
    1.00                            10.0      4.453E-03   6.839E-03   0.5493      0.5542   0.7803

     d                  PGA (g)      0        2.165E-01   2.650E-01   0.4496      0.2637   0.5205
     90                 PGV (c/s)    -1       1.447E+01   2.089E+01   0.4629      0.2381   0.5204

    V S30
    760

  Z 1.0 (m)
23.5449705

  F Inferred
      0

 F Measured
      1
      AS
         0


DEFINITION OF PARAMETERS:


 PSA          = Pseudo-absolute acceleration response spectrum (g; 5% damping)
 PGA          = Peak ground acceleration (g)
 M            = Moment magnitude
 R RUP        = Closest distance to coseismic rupture (km)
 R JB         = Closest distance to surface projection of coseismic rupture (km)
 RX           = Horizontal distance from top of rupture measured perpendicular to fault strike (km)
 F RV         = Reverse-faulting factor: 0 for strike slip, normal, normal-oblique; 1 for reverse, reverse-oblique and thrust
 F NM         = Normal-faulting factor: 0 for strike slip, reverse, reverse-oblique, thrust and normal-oblique; 1 for normal
 F HW         = Hanging-wall factor: 1 for site on down-dip side of top of rupture; 0 otherwise
 Z TOR        = Depth to top of coseismic rupture (km)
 d            = Average dip of rupture plane (degrees)
 V S 30       = Average shear-wave velocity in top 30m of site profile
 Z 1.0        = Depth to 1.0 km/sec velocity horizon (m)
 F Inferred   = Vs30 Factor: 0 if VS30 is measured, 1 if Vs30 is inferred
 F Measured   = Vs30 Factor: 1 if VS30 is measured, 0 if Vs30 is inferred
 AS           = Aftershock factor: 0 for mainshock; 1 for aftershock
 PSA ref      = PSA on rock with Vs30 = 1130 m/s (g)
HQUAKE SPECTRA, V. 24, P. 173-215):




                                                     5%-Damped Pseudo-Absolute Acceleration
                                                              Response Spectrum


                                                      10




                                                        1
                        Spectral Acceleration (g)




                                                      0.1




                                                     0.01




                                                    0.001
                                                         0.01        0.1                1     10
                                                                           Period (s)
everse-oblique and thrust
mal-oblique; 1 for normal
IDRISS NGA MODEL COEFFICIENTS (FEB 2008, EARTHQUAKE SPECTRA, V. 24, P. 217-242):


  T (s)   M <= 6.75 M <= 6.75 M <= 6.75 M <= 6.75   M > 6.75   M > 6.75   M > 6.75   M > 6.75
             α1        α2        β1        β2         α1         α2         β1         β2
  0.01     3.7066    -0.1252   2.9832    -0.2339     5.6315    -0.4104     2.9832    -0.2339
  0.02     3.7066    -0.1252   2.9832    -0.2339     5.6315    -0.4104     2.9832    -0.2339
  0.03     3.7566    -0.1252   2.9832    -0.2339     5.6815    -0.4104     2.9832    -0.2339
  0.04     3.8066    -0.1252   2.9832    -0.2339     5.7315    -0.4104     2.9832    -0.2339
  0.05     4.1248    -0.1781   3.0156    -0.2445     5.8447    -0.4329     2.9487    -0.2346
  0.08
  0.10     4.4592    -0.1624   3.1212    -0.2570     6.3053    -0.4359     2.9153    -0.2265
  0.15     3.4793    -0.0188   2.8609    -0.2267     5.0845    -0.2566     2.4829    -0.1707
  0.20     3.2354    0.0346    2.8739    -0.2282     5.0842    -0.2393     2.5066    -0.1738
  0.25     2.7628    0.0791    2.8203    -0.2292     4.5453    -0.1850     2.3687    -0.1623
  0.30     2.3813    0.1187    2.8126    -0.2301     4.2719    -0.1614     2.3475    -0.1612
  0.40     1.7037    0.1873    2.7992    -0.2317     3.7792    -0.1202     2.3105    -0.1593
  0.50     1.0893    0.2461    2.7876    -0.2330     3.3235    -0.0849     2.2793    -0.1577
  0.75
  1.00     -1.2290   0.4615    2.7434    -0.2381     1.5822     0.0450     2.1588    -0.1515
  1.50     -2.9168   0.6103    2.7112    -0.2418     0.2888     0.1354     2.0720    -0.1471
  2.00     -4.2783   0.7246    2.6851    -0.2447    -0.7737     0.2054     2.0027    -0.1436
  3.00     -6.2431   0.8935    2.6437    -0.2493    -2.3037     0.3099     1.8938    -0.1382
   4.00    -7.6967   1.0137    2.6110    -0.2529    -3.4564     0.3855     1.8091    -0.1341
   5.00    -8.8110   1.1027    2.5839    -0.2558    -4.3563     0.4427     1.7401    -0.1308
   7.50
  10.00   -12.0149   1.2995    2.4928    -0.2650    -7.1679     0.5814     1.5201    -0.1209
  -1.00
   γ         φ       Δα1
0.00047    0.1200   -0.1492
0.00047    0.1200   -0.1492
0.00047    0.1200   -0.1492
0.00047    0.1200   -0.1492
0.00000    0.1200   -0.1492


0.00000    0.1200   -0.2126
0.00000    0.1200   -0.2475
0.00000    0.1200   -0.2693
-0.00049   0.1200   -0.2842
0.00052    0.1200   -0.2948
0.00112    0.1200   -0.3088
0.00132    0.1200   -0.3173


0.00188    0.1000   -0.3308
0.00250    0.0600   -0.3297
0.00268    0.0400   -0.3248
0.00050    0.0000   -0.3110
-0.00248   0.0000   -0.2956
-0.00453   0.0000   -0.2797

-0.00709   0.0000   -0.2026
CALCUATION OF GROUND MOTION FOR IDRISS NGA MODEL (FEB 2008, EARTHQUAKE SPECTRA, V. 24, P. 217-242):


Explanatory Variables                            Geometric Mean Horizontal Component

     M                        GMP        T (s)       Median          SE                                               5%
     7.35                  PSA (g)       0.010     2.530E-01     5.422E-01
                                         0.020     2.530E-01     5.422E-01
 R RUP (km)                              0.030     2.659E-01     5.422E-01
   13.60                                 0.040     2.796E-01     5.422E-01
                                                                                                                     10
                                         0.050     2.989E-01     5.422E-01
      F                                   0.10     4.267E-01     5.769E-01
      0                                   0.15     5.044E-01     5.971E-01
                                          0.20     5.710E-01     6.115E-01
V S30 (m/sec)                             0.25     5.839E-01     6.227E-01
     760                                  0.30     5.583E-01     6.318E-01
                                          0.40     5.007E-01     6.462E-01                                             1
 Min V S30                                0.50     4.388E-01     6.573E-01




                                                                                       Spectral Acceleration (g)
     450                                  1.0      2.552E-01     6.920E-01
                                          1.5      1.630E-01     7.123E-01
                                          2.0      1.084E-01     7.267E-01
                                          3.0      6.113E-02     7.469E-01
                                          4.0      3.839E-02     7.469E-01
                                                                                                                     0.1
                                          5.0      2.663E-02     7.469E-01
                                          10.0     6.824E-03     7.469E-01


                           PGA (g)         0       2.530E-01     5.422E-01



                                                                                                                    0.01

DEFINITION OF PARAMETERS:


 PSA            = Pseudo-absolute acceleration response spectrum (g; 5% damping)
 PGA            = Peak ground acceleration (g)
 M              = Moment magnitude
                                                                                                                   0.001
 R RUP          = Closest distance to coseismic rupture (km)
                                                                                                                        0.01
 F              = Source mechanism factor: 1 for reverse events, 0 otherwise
 V S 30         = Average shear-wave velocity in top 30m of site profile
 Min V S 30     = Idriss' model applies for Vs30 greater or equal to 450 m/sec
PECTRA, V. 24, P. 217-242):




          5%-Damped Pseudo-Absolute Acceleration
                   Response Spectrum


         10




           1




         0.1




       0.01




      0.001
           0.01               0.1                1   10
                                    Period (s)

				
DOCUMENT INFO
Shared By:
Categories:
Tags:
Stats:
views:36
posted:10/26/2011
language:English
pages:50