Report - PEER - University of California, Berkeley

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1.5PGA1.5T = 0.3 sResidual (in Ln scale)10.501 10 100-0.5-1Residual (in Ln scale)10.501 10 100-0.5-1-1.5Distance (km)D1C D1S D2C D2S-1.5Distance (km)D1C D1S D2C D2S1.5T = 1.0 s1.5T = 2.0 sResidual (in Ln scale)10.501 10 100-0.5-1Residual (in Ln scale)10.501 10 100-0.5-1-1.5Distance (km)D1C D1S D2C D2S-1.5Distance (km)D1C D1S D2C D2SPGA T=0.3 T=1 T=3D1C 0.03 0.14 0.13 0.15D1S 0.00 -0.02 0.01 -0.07D2C 0.18 0.13 0.18 0.04D2S -0.26 -0.29 -0.13 0.07D1 0.01 0.02 0.04 -0.01D2 -0.03 -0.07 0.04 0.05DC 0.10 0.14 0.16 0.10DS -0.06 -0.09 -0.02 -0.04Figure 16a. Residuals for Site D, Northridge Earthquake. Table gives mean <strong>of</strong> residualsfor each subgroup.
1.5PGA1.5T = 0.3 sResidual (in Ln scale)10.5010 100-0.5-1Residual (in Ln scale)10.5010 100-0.5-1-1.5-1.5Distance (km)D1C D1S D2C D2SDistance (km)D1C D1S D2C D2S1.5T = 1.0 s1.5T = 2.0 s11Residual (in Ln scale)0.5010 100-0.5Residual (in Ln scale)0.5010 100-0.5-1-1-1.5Distance (km)-1.5Distance (km)D1C D1S D2C D2SD1C D1S D2C D2SPGA T=0.3 T=1 T=3D1C 0.00 -0.02 0.21 0.24D1S 0.15 0.23 0.04 -0.10D2C 0.20 0.19 0.18 -0.32D2S -0.46 -0.30 -0.78 -0.78D1 0.03 0.02 0.18 0.19D2 -0.13 -0.05 -0.30 -0.55DC 0.05 0.03 0.20 0.11DS -0.21 -0.09 -0.45 -0.51Figure 16b. Residuals for Site D, Loma Prieta Earthquake. Table gives mean <strong>of</strong>residuals for each subgroup.
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Pacific Earthquake EngineeringResea
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ABSTRACTSeismic site response and t
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REFERENCES.........................
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(a) it requires a relatively extens
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guideline and are not essential to
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an input outcropping rock motion fo
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amplification at long periods assoc
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The ground motion database provided
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factors. The analysis of these site
Page 21 and 22: for close distances to the zone of
Page 23 and 24: As a basis for comparison, the eart
Page 25 and 26: Table 6 compares the standard devia
Page 27: In general, it appears that greater
Page 30 and 31: gives equal weight to each earthqua
Page 32 and 33: SUMMARYConclusionsThe strong ground
Page 34 and 35: defined at high acceleration levels
Page 36 and 37: REFERENCESAbrahamson, N. A. and Sil
Page 38 and 39: Fumal, T. E., Gibbs, J. F., and Rot
Page 40 and 41: Proceedings, CALTRANS First Annual
Page 42 and 43: TABLES
Page 44 and 45: Table 2. Sites located on the footw
Page 46 and 47: Table 3b. Regression coefficients a
Page 48 and 49: Table 5. Subdivision of sites class
Page 50 and 51: Table 7a. Spectral acceleration amp
Page 52 and 53: Table 8a. Spectral acceleration amp
Page 54 and 55: Table 9a. Short-period (F a ) and m
Page 56 and 57: Figure 1. Relationship between stru
Page 58 and 59: Spectral Amplification Ratio54321De
Page 60 and 61: B sitesB11C sitesC1C22827C3D1C1115D
Page 62 and 63: 6a-0.8b54B and CD-1.2a32100.01 0.1
Page 64 and 65: 1.21Spectral Acceleration (g's)0.80
Page 66 and 67: 1.415 kmSpectral Acceleration (g's)
Page 68 and 69: 10PGASpectral Acceleration (g)10.1S
Page 70 and 71: 1.5PGA1.5T = 0.3 s11Residual (in Ln
Page 74 and 75: 1T = 1.0 s0.5Residual (in Ln scale)
Page 76 and 77: B sites1.901.70Factor1.501.301.100.
Page 78 and 79: B sites1.901.70Factor1.501.301.10PG
Page 84 and 85: 2.50F a2.30Amplification Factor2.10
Page 86 and 87: Table A-1. Ground motion stations s
Page 88 and 89: Table A-1. (Cont.)Station Name Agen
Page 96 and 97: Table A-1. (Cont.)D.e.a. - Duke et
Page 102 and 103: Table A-3. Site categories in the 1
Page 104 and 105: Notes for Table A-4.1. H = total (v
Page 106 and 107: CONTENTS OF APPENDIX BCDMG 24461- A
Page 108 and 109: USC 99 - Arcadia - 855 Arcadia Av.D
Page 110 and 111: USC 14 - Beverly Hills - 12520 Mulh
Page 112 and 113: USC 57: Canyon country - W. Lost Ca
Page 114 and 115: USC 34 - LA Fletcher Dr.Date: June
Page 116 and 117: Leona Valley sites (1-6)CDMG 24305C
Page 118 and 119: CDMG 14404 - Rancho Palos Verdes -
Page 120 and 121: CDMG 14405 - Rolling Hills Estates
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CDMG 24644 - Sandberg - Bald Mounta
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USGS 5081Date: June 3, 1998Time: 2:
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USC 51 - Malibu - St. Adams Episcop
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Formula for Spectral Amplification
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(Table C4) and the number of sites
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Table C1. Coefficients for determin
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Table C3. Weights used to combine s
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Table C4b. Regression coefficients
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PEER REPORTSPEER reports are availa
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