RECENT DEVELOPMENTS IN STRONG MOTION SIMULATIONS FOR CEUS Paul Somerville and Robert Graves URS Pasadena MOTIVATION: CEUS ground motion models are based on simulations validated against sparse data March 7, 2008 NGA-East 2nd Workshop 1 OUTLINE • Strong ground motion simulation & validation • Seismic wave propagation • Effect of crustal structure on ground motions • Review of EPRI ground motion modeling • Review of CEUS ground motion model (USGS), and modeling of NSN data (NRC) • Improvement of simulations and models March 7, 2008 NGA-East 2nd Workshop 2 NGA-E NGA-East March 7, 2008 NGA-East 2nd Workshop 3 Broadband Ground Motion Simulation Elastodynamic Representation Theorem: Ground motion U(t) can be calculated from the convolution of the slip time function D(t) on the fault with the Green's function G(t) for the appropriate distance and depth, integrated over the fault rupture surface U(t) = D(t) * G(t) Combine long period and short period simulations to generate broadband time history March 7, 2008 NGA-East 2nd Workshop 4 Validation of Ground Motion Simulations Against Strong Motion Recordings • Measure the difference between recorded and simulated ground motion (response spectral residuals) • Bias: Do the simulations systematically underor over-predict the recorded ground motions? • Standard Error: What is the average difference between recorded and simulated values? March 7, 2008 NGA-East 2nd Workshop 5 Validation against Arleta recording of Northridge earthquake Recording Simulations Validation against a large set of Northridge earthquake recordings March 7, 2008 NGA-East 2nd Workshop 6 Validation against WUS earthquakes March 7, 2008 NGA-East 2nd Workshop 7 Wave Propagation • Critical reflections from the lower crust • Contributions of different wave arrivals to ground motion attenuation March 7, 2008 NGA-East 2nd Workshop 8 Critical Reflections from the Lower Crust Direct, upgoing: becomes weak with increasing distance Reflected, downgoing: becomes strong beyond the critical distance 30 km 40 km March 7, 2008 NGA-East 2nd Workshop 9 Data Simulation Direct (S) fades as downgoing (ScS, SmS) strengthens Long duration – due to scattering March 7, 2008 This simulation has no scattering NGA-East 2nd Workshop 10 Direct (upgoing) waves are strongest at close distances but their amplitudes fade at larger distances Reflected (downgoing) waves are weak at close distances but dominate at larger distances (beyond about 50 km) March 7, 2008 NGA-East 2nd Workshop 11 1988 Saguenay earthquake March 7, 2008 NGA-East 2nd Workshop 12 Harvard data and simulation Simulations work well at long periods sSms, SmSSmS SmS etc. recorded simulated March 7, 2008 NGA-East 2nd Workshop 13 March 7, 2008 NGA-East 2nd Workshop 14 Contributions of Different Waves Individual body waves Combination Complete simulation March 7, 2008 NGA-East 2nd Workshop 15 Review of EPRI (1993) Ground Motion Modeling • Survey of crustal structure in CEUS • Simulation analysis of the effect of crustal structure on ground motion attenuation March 7, 2008 NGA-East 2nd Workshop 16 Grenville N. Appalachian granite Conrad interface gabbro Moho interface March 7, 2008 NGA-East 2nd Workshop 17 Crustal Structure Regions Grenville March 7, 2008 NGA-East 2nd Workshop Northern Appalachian 18 Simulated attenuation in 16 different regions March 7, 2008 NGA-East 2nd Workshop 19 Crustal Structure Regions Grenville March 7, 2008 NGA-East 2nd Workshop Northern Appalachian 20 Effect of Crustal Structure Eq Depth 11 km Eq Depth 15 km N. Appalachians Conrad Layer Grenville - No Conrad Layer Eq Depth 7 km March 7, 2008 NGA-East 2nd Workshop 21 NRC Project (1998): Modeling Attenuation of NSN Data in the Grenville Province (5 yrs of data) o Data - Simulation -- Model March 7, 2008 NGA-East 2nd Workshop 22 USGS Project (2001): CEUS Ground Motion Model from Simulations • Earthquake Source Scaling and Ground Motion Attenuation Relations in Central and Eastern North America, Somerville et al. (2001) • Comparison with results obtained using the stochastic model: Atkinson and Boore (1995); Toro et al. (1997) March 7, 2008 NGA-East 2nd Workshop 23 Generating Ground Motion Models from Simulations • Earthquake source scaling relations were derived from the source parameters of 3 eastern North American events (Hartzell, 1994) • The source scaling relations were used to generate a large suite of ground motion simulations using a broadband Green’s function method • The simulated ground motions were used to generate a ground motion prediction model March 7, 2008 NGA-East 2nd Workshop 24 Hartzell (1994) Rupture Models March 7, 2008 NGA-East 2nd Workshop 25 Rupture Area Scaling March 7, 2008 NGA-East 2nd Workshop 26 Scaling of Rise Time (slip duration on fault) March 7, 2008 NGA-East 2nd Workshop 27 Source Scaling Relations in the CEUS • Rupture area is smaller (0.4) than for tectonically active regions • Average slip is 2.5 times larger than for tectonically active regions • Rise time is 1.85 times larger than for tectonically active regions • Slip velocity is 35% larger than for tectonically active regions (higher dynamic stress drop) March 7, 2008 NGA-East 2nd Workshop 28 Comparison of Simulation-Based Ground Motion Prediction Models M 6.5 March 7, 2008 NGA-East 2nd Workshop 29 Ways to Improve CEUS Ground Motion Prediction Models • Use 15 years of NSN / ANSS data from CEUS to test earthquake source scaling and wave propagation models • Apply broadband simulation methods, developed and validated in the WUS, to the CEUS environment • Rigorously validate predictions against augmented CEUS data March 7, 2008 NGA-East 2nd Workshop 30 Resources for Simulation • SCEC Broadband Strong Motion Simulation Platform (Three Methods) • USGS Golden: Set of Four Strong Motion Simulation Methods (Steve Hartzell) March 7, 2008 NGA-East 2nd Workshop 31 SCEC Kinematic Broadband Ground Motion Simulation Platform Calculate Kinematic Broadband (0-10 Hz) Waveforms for Scenario Earthquakes • Validation of simulations • Verification of simulations • Platform brings objectivity, transparency and repeatability to strong motion simulations March 7, 2008 NGA-East 2nd Workshop 32 Source Description Low Frequency Simulation (< 1 Hz) • CFM, ERF • Mw, Dimension, Geometry •… 1. 1D / 3D GF 2. 3D AWM 3. Site Effects 4. … Kinematic Rupture Generator 1. Beroza 2. Archuleta 3. Graves 4. … Standard Rupture Format SCEC Broadband Simulation Platform March 7, 2008 • • • • GF Libraries Site Lists Velocity Models … Combine Low & High Frequency 1. Filters 2. Time Shift 3. … High Frequency Simulation (> 1 Hz) 1. 1D / Ray GF 2. Scattering 3. Site Effects 4. … NGA-East 2nd Workshop Broadband Time Histories (0 – 10 Hz) 33 SUMMARY • CEUS ground motion prediction models are based on simulations validated against sparse data • We now have 15 years of high quality ground motion data from NSN / ANSS in the CEUS • We have advanced broadband strong motion simulation procedures that have been validated in the WUS • We have a platform for broadband strong motion simulation that brings objectivity, transparency and repeatability to strong motion simulations March 7, 2008 NGA-East 2nd Workshop 34