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0.1 <br />0.2 <br />0.3 <br />0.4 <br />-_SSA vs=180 - Seismic Hazard Analysis 1 Deterministic <br />2.949(-001 2.791/-001 2.Ile-001 3.069€-001 <br />4.0932-001 4 340'-001 3.Te-001 3.951*-001 <br />4.232e-001 4.105/-001 4.15Oe-001 3.940e-001 <br />3 992e-001 4.324e-001 3.976/-001 3.675/-001 <br />3.73%-001 4.062e-001 3.79$-001 3.35Ge-001 <br />3.37le-001 3.615/-001 3.4372-001 3.06Oe-001 <br />3.07e-001 3.27;e-001 3.15*e-001 2.*05/-001 <br />2.1026-001 2.933e-001 2.Ille-001 2.5Me-001 <br />2.53:e-001 2.600e-001 2.630,-001 2.313.-001 <br />2.31:e-001 2.334e-001 2.4101-001 2.200e-001 <br />104Oe-001 9.57 Ze-002 1.15Oe-001 1.012,-001 <br />5.83 k -002 5.15 le-002 6.624e-002 5.721/-002 <br />3.975e-002 3.443-002 4.779/-002 3.61]e-002 <br />scrce: Raymond <br />Reglon: USGS 2001 california <br />Closest Distance: 44.13 km <br />Wlitude units: Acceleration (9) <br />Magnitude· 6.80 - <br />Fractile: 0.50 <br />Colu- 1: Spectral Period <br />Colu- 2. Acceleration (g) for: Weighted Mean of Attenuation Equations <br />Colu= 3: Acceleration (g) for: loore-Atkinson (2001) NGA USGS 2001 <br />Con- 4: Acceleration (g) for: C=pbell-lozorgnia (2008) NG* USGS 2001 <br />Colu- 5: Acceleration (g) for. Chiou-voungs (2007) 1«1• USGS 2001 <br />2 3 4 5 <br />1.15Ge-001 1.5*le-001 .26le-002 9.5e-002 <br />1.27*e-001 1.643e-001 1.Oee-001 1.12*e-001 <br />1.7*le-001 2.170e-001 1.5171-001 1.675/-001 <br />2.5632-001 3 320€-001 2113e-001 2 257e-001 <br />2.707.-001 3.638/-001 2.24&-001 2.233e-001 <br />2.532e-001 3.4492-001 2.09*e-001 2.0$05-001 <br />Page 45 <br />-_SS• v-110 - Seismic Hazard Analy•11 1 Deter,lnlstic <br />-3--002 1.202,-001 '.17;e-002 1 617/-002 <br />9.2961-002 1.117e-001 1.634®-002 1.Oile-002 <br />4.IZe-002 5.4//-002 5.071/-002 4.14Ze-002 <br />3.11le-002 3.4G0e-002 3.32Ze-002 2.553e-002 <br />2 177e-002 2.314,-002 2 472/-002 1.744e-002 <br />Source: Rose Canyon <br />Region: usls 2001 California <br />clo•est Distance: 13.77 k• <br />Aplitude UnltS: ACCeleration (g) <br />Magnitude: 6.90 - <br />Fractile: 0.§0 <br />Colu- 1: Spectral Period <br />Colt- 2: Acceleration (g) for: Weighted lean of Attenuation Equatims <br />Colu- 3: Acceleration (g) for: loore-Atkinson (2001) IGI USGS 2001 <br />Colum 4: Acceleration (g) for: ca,Bbell-lozorgila (2001) IKEA USGS 200§ <br />Col,- 5: Acceleration (g) for: Chiou-voungs (2007) NGA USGS 2001 <br />2 3 4 5 <br />6.541/-002 1.021/-001 5.667/-002 4.95Oe-002 <br />7.507e-002 1.OSZe-001 6.372e-002 5.63]e-002 <br />1.00le-001 1.325/-001 1.•loe-002 1.393,-002 <br />1.411€-001 1.%7,-001 1.2602-001 1.217e-001 <br />1.619-001 2.182/-001 1.423€-001 1 253e-001 <br />1.55*e-001 2.167e-001 1.33]e-001 1.175e-001 <br />1.413€-001 2.10•e-001 1.Zlk-001 1.0612-001 <br />1.34*-001 1.9(Se-001 1.165,3-001 9.6/k -002 <br />1.2]le-001 1.752e-001 1.076e-001 1.1512-002 <br />1.134/-001 1.10(e-001 9.17Se-002 1.15le-002 <br />1.03Ge-001 1.453e-001 S.011.-002 7.540e-002 <br />9.54Ge-002 1.333e-001 1.2e--002 7.005.-002 <br />4.15Oe-002 6.574/-002 4 2--002 3.690/-002 <br />2.910€-002 3.7/5/+002 2.695/-002 2.24&-002 <br />Page 47 <br />0.5 <br />0i <br />0.7 <br />0. <br />09 <br />1 <br />1 <br />0.05 <br />0.1 <br />0.2 <br />0.3 <br />0.4 <br />0.9 <br />1 <br />3 <br />4 <br />1 <br />0.05 <br />O.I <br />0.2 <br />0.3 <br />0.4 <br />0.5 <br />06 <br />0.7 <br />0.1 <br />0.9 <br />1 <br />2 <br />-_SS,• v-110 - seis,ic Hazard Analy,ls 1 Deter-inlitic <br />o.s 2.36*e-001 3.27h-001 1.Ilie-001 1.*Oe-001 <br />0.6 2.126e-001 2.9342-001 1.7Ue-001 1.655€:-001 <br />0.7 1.936e-001 2.67le-001 1 6370-001 150le-001 <br />0.1 1.754/-001 2.31&-001 1.455€-001 1 37Ze-001 <br />0.9 1.5 BOe -00 1 2.11:e-001 1.363/-001 1257/-001 <br />1 1.4]Se-001 1.0&-001 1 2//-001 1.155e-001 <br />2 G.SOOe-002 7.727e-002 6.514e-002 5.260»002 <br />3 3.76le-002 4.14&+002 4.0/62 -002 3.057e-002 <br />4 2.603'-002 2.832/-002 2.964.-002 2.01Se-002 <br />Sc*Irce: Red <untain <br />Region: USCS 2001 California <br />Closest 01,tance: 144.25 k» <br />Alitude Ullts: Acceleration (g) <br />Magnitude: 7.40 - <br />Fractile: 0. i0 <br />Coll-, 1: Spectral Per-lod <br />Colum 2: Acceleration (g) for· weighted -an of Attenuation Equations <br />Colu-, 3: Acceleration (g) for: loore-Atkinson (2001) NGA USGS 20)08 <br />Colu- 4. Acceleration (g) for: Capbell-lozorgila (2001) NGA USGS 200§ <br />colu- 5: Acceleration (g) for: Chiou-Youngs (2007) NGA usGS 2001 <br />1 2 3 4 5 <br />%• 4.126e-002 5 66Oe-002 4.574e-002 4.243/-002 <br />0.05 5.13]e-002 5 me-002 4.95*-002 4 5400-Col <br />0.1 6.54*-002 §.9112-002 6.15Oe-002 6 570.-002 <br />0.2 9.97Ge-002 9.1--002 9.4976-002 1.0G0e-001 <br />0.3 1.207e-001 1.2742-001 1.162,3-001 1 187/-001 <br />0.4 1.211,-001 1.3331-001 1.115e-001 1.181-001 <br />0.5 1 224-001 1.420e-001 1.13Ze-001 1.11*e-001 <br />0.6 1.174€-001 1 354e-001 1.010€-001 1.046:-001 <br />0.7 1.13Oe-001 1373e-001 1.03*e -001 1.7902.002 <br />0.1 1.0Gle-001 1.304/-001 9.126€-002 I.116e-001 <br />•age •G <br />-_ISA vs-180 - Sel-ic Hazard Analy,i, 1 Oeter,inistic <br />4 2.0•Ze-002 2.72le-002 1.%32-002 1.$02e-002 <br />Sairce: San Cayetarlo <br />Region: 0,5 2008 california <br />Closest oiltance: 10.12 k» <br />Alitude Mits: Acceleration (g) <br />Magmtude: 7.20 - <br />Fractile: 0.50 <br />Colu- 1: spectral Period <br />coli 2: Acceleration (g) for: weighted Ian of Attenuation Equations <br />Colum 3: Acceleration (g) for: locre-Atkinson (2008) IG urSGS ZOOS <br />Colu- 4: Acceleration (g) for: Caq,bell-lozorgnia (2001) NGA USGS 2008 <br />Colu=, 5: Acceleration (g) for: Chiou.Youngs (2007) NGA USGS 2001 <br />1 2 3 4 5 <br />K.A 6.le-002 1.257/-002 5.lile-002 5.146€-002 <br />0.05 6.6642-002 1.550*-002 5.72§€-002 5.713€-002 <br />0.1 8.72le-002 1.037e-001 7.402e-002 1.3Ue-002 <br />0.2 1.293/-001 1.49*e-001 11132-001 1.2672-001 <br />0.3 1.496-001 1.Ck-001 1.3092-001 1.350e-001 <br />04 1.4GOe-001 1.1313-001 1 243e-001 1.299€-001 <br />0.5 1.435€-001 1.*6*-001 1.233e-001 1.20]e-001 <br />O.G 1.344e-001 1.77Ze-001 1.154e+001 1107e-001 <br />0.7 1.269e-001 1.694/-001 1.051/-001 1.0222-001 <br />0.8 1.1*Oe-001 1.572e-001 1.020€-001 .49le-002 <br />0.5 1.013/-001 1.4242-001 9.435/-002 8.12 le-002 <br />1 1.00le-001 1.30]e-001 1.1032-002 1.205/-002 <br />2 4.Ile-002 5.S27e-002 4. Slle-002 4.017.-002 <br />3 3.04*-002 3.535,-002 3.170,-002 2.4282-002 <br />4 2 124/-002 2.3le-002 2.335,-002 1.6•le-002 <br />Page 41