Precarious Rocks Methodology and Preliminary Results
|
|
- Beryl Norris
- 5 years ago
- Views:
Transcription
1 FINAL TECHNICAL REPORT Precarious Rocks Methodology and Preliminary Results James N. Brune, Rasool Anooshehpoor, Yuehua Zeng, and John G. Anderson Seismological Laboratory University of Nevada, Reno Reno, NV 89557
2 SUMMARY This report describes the results of the use of precariously balanced rocks to provide constraints on strong ground motions in southern California. It constitutes the final report for several tasks in the last few years, and specifically for the last year of SCEC funding. Precarious rocks in seismically active regions are effectively strong-motion seismoscopes that have been in place for thousands of years. Thus estimates of the dynamic toppling acceleration of these rocks can provide constraints on the peak ground accelerations experienced during previous earthquakes. Numerous precarious rocks exist near the San Andreas Fault system and associated thrust. Estimates of toppling accelerations of the surveyed precarious rocks in this study have led to the following conclusions: Attenuation relations based on toppling accelerations of precarious rocks in Mojave Desert and San Gabriel Mountains, on a profile perpendicular to the San Andreas fault, agree with the 10% in 50 year hazard maps published by USGS-CDMG, but predict lower ground motions than those for the 2% in 50 yr hazard maps. Precarious rocks provide constraints on ground motion for earthquakes such as 1812 and 1857 earthquakes on San Andreas fault, 1899 and 1912 events on San Jacinto fault, the 1952 Kern County earthquake, and recent, but prehistoric earthquakes on Banning and Garlock faults, that are lower than ground motions predicted by recent attenuation curves. Strong motion data from the Izmit, Turkey, and Chi Chi, Taiwan, earthquakes have pointed out the uncertainties in current strong motion attenuation curves for large earthquakes. Near-source strong motion data from those two earthquakes was considerably below the median for current attenuation curves. However the data from these two earthquakes is consistent with constraints estimated form precarious rocks. Precarious rock evidence suggests relatively low ground accelerations during earthquakes on trans-tensional sections of strike-slip faults such as the San Jacinto earthquakes of 1899 and These events occurred along branches of the San Jacinto fault where a right-step trans-tensional basin, the Hemet basin, occurs. Toppling of a previously documented rock at Granite Pass near Kelso, California, by the M7.1 Hector Mine earthquake of 16 October 1999, has provided an approximate field calibration of the precarious rock methodology. The time of the last earthquake for the section of the fault nearest to the precarious rocks has recently been determined to be more than 10 ka, consistent with previously estimated ages for precarious rocks. 2
3 PRINCIPAL ACCOMPLISHMENTS Introduction and History Since there are no near-source strong-motion recordings from great earthquakes (magnitude 7.5 and above) along the San Andreas fault, nor from large thrust faults in the Los Angeles Basin, estimates of source parameters and strong motion for such future earthquakes have to rely on questionable extrapolations from smaller earthquakes at larger distances, and from earthquakes in other regions which may have differing tectonic and geologic environments. Precarious rocks, on the other hand, which have been in place thousands of years in Southern California, may provide the only existing local constraints on the source parameters and strong motion. Surveying to discover and obtain the locations of these precarious rocks, and their distances from nearby faults, may be essential to provide data to constrain models. Our original proposal to Southern California Earthquake Center in 1998 was to study the toppling accelerations of precarious rocks along a profile perpendicular to the San Andreas fault from the Mojave desert to the San Gabriel mountains (Figs. 1, 2), with the ultimate objective of constraining strong ground motion attenuation relationships for great earthquakes on the San Andreas fault. Preliminary estimates of toppling accelerations in this region (Table 1) had suggested rough agreement with mean values predicted by various ground motion attenuation relationships, and with 10% in 50 yr hazard maps published by USGS-CDMG (Fig. 3). However there was an apparent discrepancy with the USGS-CDMG hazard maps for 2% in 50 yrs. Therefore we proposed to perform quantitative field, laboratory, and numerical tests to check the preliminary estimates. These tests confirmed the preliminary estimates. Publications reporting these results included: Brune et al., 1998; Anooshehpoor and Brune, 2000; Brune, 2001, 2002) During reconnaissance surveys for precarious rocks in southern California it was noticed that some precarious rocks seemed to exist closer to the fault trace on the footwall of thrusts than would be predicted by standard attenuation relationships. Since physical and numerical modeling of thrust faults being carried out at University of Nevada, Reno, suggested good physical reasons why this might be the case, we proposed a more systematic study of precarious rocks on the footwall of the Banning and White Wolf faults. In the process of field surveys it was also noticed that the hanging wall rocks of some thrust faults in southern California exhibited an intensely fractured character (Fig. 4). Further surveys verified that this was true of the hanging wall of all major thrusts. This indicated very strong ground motion on the hanging walls of thrusts, and along with the precarious rock evidence for low ground motions on the footwall of thrusts, indicated a very strong asymmetry in ground motions that was not reflected in current empirical curves. These observations resulted in Brune (2001) with SCEC Contribution number 526. The results for toppling accelerations along the profile perpendicular to the San Andreas fault in the Mojave desert/san Gabriel Mountains region can eventually provide a quantitative upper bound on ground motions and source parameters for the many great earthquakes which have occurred along that section of the San Andreas fault in the last few thousand years. Therefore, we proposed to study source models which might be consistent with the data. We investigated very smooth rupture models and very irregular rupture models, as well as models corresponding to the response spectra for the USGS-CDMG 2% in 50 yr probabilities. The smooth models predicted 3
4 ground motions low enough to be consistent with the precarious rock data in all cases. Rough models, such as the composite model of Zeng et al. (1994) could be made consistent with the data if the dynamic stress drops were low enough, and attenuation high enough. However, seismograms corresponding to the USGS-CDMG 2% in 50 yr probabilities were inconsistent with the data (i.e., would have knocked the rocks down). In our last year s research for SCEC I we focused on further quantifying the constraints on ground motions and source parameters for great earthquakes on the San Andreas fault, and comparing the results with ground motion recordings from the two M7.6 and M7.2 Turkey earthquakes and the M7.6 Taiwan earthquake. The ground motions for these large earthquakes were considerably below the mean predictions from standard attenuation relationships, but consistent with the precarious rock data. We have presented these results in the AGU abstracts, but have not finished a final publication. We have a Ph.D. student using the data for part of his thesis. The 1999 Hector Mine earthquake fortuitously provided the first actual field calibration of the precarious rock methodology, since it toppled two rocks at Granite Pass, California, which had been documented earlier by Brune (1996). A nearby strong motion record from Amboy, CA, indicated a ground acceleration of about 0.2 g, consistent with the rocks being classified as precarious. This report covers all precarious rock studies funded over the last few years ( ) and, in particular, two tasks during the last year of SCEC I. Major Research Accomplishments The main scientific results of our SCEC I research on precarious rocks are described in more detail below: 1. An approximate field calibration of the precarious rock methodology was provided by the M7.1 Hector Mine earthquake of 16 October Previously documented rocks (Fig. 5) at Granite Pass near Kelso, California (Brune, 1996), were overturned by the earthquake, and a nearby strong motion station indicated ground motions of about 0.2 g., consistent with the toppling accelerations estimated in the published paper. The time of the last earthquake for the section of the fault nearest the precarious rocks has recently been determined to be more than 10 ka, consistent with previously estimated ages for precarious rocks. This first example of an actual earthquake field test lends strong support to the precarious rock methodology. More quantitative analyses of this calibration are being prepared in a paper in revision for publication in the Bulletin of the Seismological Society of America (Anooshehpoor and Brune, in revision, 2002) 2. Recently documented precarious rocks give constraints on ground motions for historic earthquakes such as the 1812 and 1857 San Andreas fault earthquakes, the 1899 and 1912 San Jacinto Fault earthquakes, the 1952 Kern County Earthquake, and recent, but prehistoric, earthquakes on the Banning and Garlock faults. The ground motion constraints 4
5 for these earthquakes are lower than predicted by some recent ground motion attenuation curves, but are generally consistent with ground motions observed from the recent large Turkey and Taiwan earthquakes, and provide important additional information for understanding source physics and for seismic hazard analysis. These results are presented in an article accepted for publication in the BSSA for summer of 2002 (Brune, 2002; SCEC contribution number 621). 3. In some areas where precarious rocks would be expected on the basis of previous studies, they are apparently not found. This suggests possible earthquakes on previously unrecognized, or only recently recognized, faults. One such area is in northwestern San Diego and southwestern Orange County between the Elsinore and Newport-Inglewood faults. The lack of precarious rocks in this area might be attributed to earthquakes on the recent blind-thrust faults proposed in the area by Grant et al. (2001) and Rivero et al. (2000). This result is being published in Brune (2002; SCEC contribution number 621). 4. Recent strong motion data from the Izmit, Turkey, and Chi Chi, Taiwan, earthquakes have pointed out the uncertainties in current strong motion attenuation curves for large earthquakes. Near-source strong motion data from those two earthquakes was considerably below the median for current attenuation curves, almost one standard deviation (Anderson et al., 2000; Ni et al., 2000, Boore, 2001). However the data from these two earthquakes is consistent with constraints estimated form precarious rocks (Brune, 1999; Anderson and Brune, 1999; Ni et al., 2000; Anderson et al., 2000). 5. Precarious rock evidence has suggested that trans-tensional sections of strike-slip faults produce relatively low ground accelerations. For example, the San Jacinto earthquakes of 1899 (M~7.1) and 1918 (M~6.9) occurred along branches of the San Jacinto fault where a right-step trans-tensional basin, the Hemet basin, occurs. An area of nicely exposed granitic boulders extends several kilometers northeast of the San Jacinto fault toward Beaumont. The preliminary estimates of ground acceleration are somewhat lower than the median estimates of ground motion for M6.9 and 7.1 earthquakes. A factor which may play a role along this section of the San Jacinto fault, and possibly not along the San Andreas fault, is the fact that this section of the fault is obviously trans-tensional, as evidenced by the existence of the Hemet right-step tans-tensional basin. Evidence from physical and numerical modeling (Brune and Anooshehpoor, 1998; Ely, 2001; Day and Ely, 2002) and seismic evidence (McGarr et al., 2000) Indicate that because the shallow fault cannot be locked by tectonic forces in trans-tensional areas, the energy released from the shallow part of the fault may be expected to be less, with correspondingly lower nearfault ground motions. The recent Izmit, Turkey, earthquakes may also have occurred on trans-tensional parts of the Anatolian Fault. This might explain the low ground motion values observed for this earthquake at distances comparable to those reported here (Anderson et al., 2000). Similar evidence for low ground motions from trans-tensional sections of strike slip faults is provided by precariously balanced rocks in Red Rock Canyon, along the western Garlock fault, where there are numerous precariously balanced rocks within a few km of the fault. These rocks may provide constraints on ground motion from nearby recent or historic earthquakes (for example, relatively recent 5
6 earthquakes documented by trenching on the fault further to the east, McGill and Sieh, 1991, 1993; Dawson, personal communication, 2001). These results are discussed in a preliminary fashion in Brune (2002), and in an article submitted for publication in the special issue of PEPI (Brune, 2003). 6. In study to assess the site conditions of the precariously balanced rocks in Mojave Desert, measurements of peak ground velocities at 0.5-1, 1-2, 2-4, 4-8, 8-16 Hz bandwidths for 56 earthquakes (M L = ) at two sites of precarious rocks were compared to velocities recorded for the same earthquakes by three TRINET stations located on engineering rock (NEHRP site class B). The residuals (the logarithm of the ratio of the amplitudes recorded at the precarious rocks to the TRINET amplitudes for the same earthquake and epicentral distance) at frequencies less than about 4 Hz were negative (i.e. deamplifications of %), whereas the residuals were slightly positive at the higher frequencies (i.e. amplifications of about 25-50%). High-frequency ground motions (e.g. peak ground accelerations) may therefore be slightly amplified at the precarious rock sites, which means that site conditions do not appear to explain the existence of the precarious rocks in areas where high peak ground accelerations are predicted in recent probabilistic seismic hazard (PSH) models (Stirling et al., 2002; SCEC contribution number 638). REFERENCES Anderson, J.G. (coordinator) (2000). Implications for seismic hazard analysis in Kocaeli, Turkey, Earthquake of August 17, 1999 Reconnaissance Report, TIL.Youd, J.P. Bardet and J.D. Bray, editors, Earthquake Spectra 16, Supplement A, Others coordinated in writing this article include: H. Sucuoglu, A. Erberik, T. Yilmaz, E. Inan, E. Durukal, M. Erdik, A. Anooshehpoor, J.N. Brune, and S. D. Ni. Anderson, J.G. and J.N. Brune (1999). Probabilistic seismic hazard analysis without the Ergodic assumption, Seism. Res. Lett. 70, Anderson, J.G. and J.N. Brune (1998). Methodology for using precarious rocks in Nevada to test seismic hazard models, Bull. Seism. Soc. Am. Anderson, J.G., J.N. Brune, A. Anooshehpoor, and S.-D. Ni (2000). New ground motion data and concepts in seismic hazard analysis, Current Science 79, Anooshehpoor, R., and Brune, J. N. (2000). Constraints on ground motions using precariously balanced rocks, proceedings of the 14th Engineering Mechanics Conference, May21-24, 2000, Austin, Texas. Anooshehpoor, A., Brune, J. N. (2002), Methodology for obtaining constraints on ground motion from field tests of precariously balanced rocks, submitted to Bull. Seism. Soc. Am. (in revision). Bell, John W., J.N. Brune, Tanzhuo Liu, Marek Zreda, and James C. Yount (1998). Dating precariously balanced rocks in seismically active parts of California and Nevada, Geology 26(6), Boore, D. (2001). Comparisons of Ground Motions from the 1999 Chi-Chi Earthquake with Empirical Predictions Largely Based on Data from California, Bull. Seism. Soc. Am. 91, Brune, J.N. (1996). Precariously balanced rocks and ground motion maps for southern California, Bull. Seism. Soc. Am. 86, Brune, J.N. (1999). Precarious rocks along the Mojave Section of the San Andreas Fault, California: 6
7 Constraints on ground motion from great earthquakes, Seism. Res. Lett. 70, Brune, J. N. (2001), Shattered rock and precarious rock evidence for strong asymmetry in ground motions during thrust faulting, in press, Bull. Seism. Soc. Am., 91, (SCEC contribution number 526). Brune, J. N. (2002), Precarious rock constraints on ground motion from historic and recent earthquakes in southern California, Bull. Seism. Soc. Am., in press (SCEC Contribution number 621). Brune, J. N. (2003). Precarious rock evidence for low near-source accelerations or trans-tensional strikeslip earthquakes, special issue of PEPI. Brune, J.N., Anooshehpoor, A., Stirling, M.W., Anderson, J.G. (1998), Precarious rocks site effects and seismic hazard in southern California: proceedings of the 12th Engineering Mechanics Conference, May18-20, 1998, San Diego, California. Brune, J.N. and A. Anooshehpoor (1998). A physical model of the effect of a shallow weak layer on strong ground motion for strike-slip ruptures, Bull. Seism. Soc. Am. 88, Day, S. M. and G. P. Ely (2002). Effect of a shallow weak zone on fault rupture: numerical simulation of scale-model experiments, Bull. Seism. Soc. Am, in press. Ely G. (2001). Simulating the effect of a shallow weak zone on near-source ground motion, A Thesis Presented to the Faculty of San Diego State University, Spring Grant, L.B., and L.J. Ballenger, and E.E. Runnerstrom (2001). Coastal uplift of the San Joaquin Hills, Southern Los Angeles Basin, California, by a large earthquake since 1635 A.D., Bull. Seis. Soc. Am., in press September 10, McGarr, A., J.B. Fletcher, R.A. Harris (2000). Some observations regarding the seismic hazard associated with shallow rupture, Seism. Res. Lett., 71, 265. McGill, S., and K. Sieh (1993). Holocene slip rate of the Central Garlock Fault in southeastern Searles Valley, California, J. Geophys. Res., B, Solid Earth and Planets, 98, McGill, S.F., and K.E. Sieh (1991). Surficial offsets on the central and eastern Garlock fault associated with prehistoric earthquakes, J. Geophys. Res. 96, Ni, S., J.N. Brune, and J.G. Anderson (2000). Comparison of ground motion from the Chi-Chi, Taiwan, Earthquake with precarious rock estimates of bounds on ground motion for the 1952 M=7.6 Kern County, California, earthquake, Seism. Res. Lett., 71, 225. Rivero, C., J.H. Shaw, and K. Mueller (2000). Oceanside and Thirty-mile Bank blind thrusts: Implications for earthquake hazards in coastal Southern California, Geology, 28 (10), Stirling, M. W., A. Anooshehpoor, J. N. Brune, G. Biasi and S. G. wesnousky (2002). Assessment of the site conditions of precariously balanced rocks in the Mojave Desert, southern California, Bull. Seism. Soc. Am. 92, in press (SCEC Contribution number 638). Zeng, Y., J. G. Anderson, and G. Yu (1994). A composite source model for computing realistic synthetic strong motion simulation, Geophys. Res. Lett., 21,
8 Table 1:Quasi-static toppling acceleration of selected rocks measured in the field. Rock I.D. Location F (N) Azimuth Mass (kg) (g) Victorville VOG , VOG , VOG , VOG , VOG , VOG , VOG , Lovejoy Buttes LB , LB2a , LB2b , LB5a , LB5b , LB , LB15a , LB15b , Pacifico Mountains SG , SG , SG , SG , SG , A qs 8
9 Figure 1: Examples of precariously balanced rocks found at Lovejoy Buttes, about 15 kilometers from the Mojave section of San Andreas Fault. 9
10 Figure 2: Locations and the quasi-static toppling acceleration of selected precarious rocks at Lovejoy Buttes, Victorville and San Gabriel Mountains are shown here. The vectors show the direction and magnitude of the measured toppling accelerations (Table 1). 10
11 Figure 3: Estimates of PGA provided by this study are compared with different attenuation curves. Estimates of PGA with distance from fault for the 17 August 1999 Kocaeli, Turkey earthquake are shown with solid triangles. The open circles above each triangle represent approximate values corrected for the difference in magnitude. 11
12 Figure 4: An example of thrust fault hanging-wall shattered rock within a few to several kilometers of the fault outcrop. Figure 5: The precarious rock at Granite Pass, California (Fig. 2e in Brune, 1996), that was apparently toppled by the Hector Mine earthquake. 12
Bulletin of the Seismological Society of America, Vol. 94, No. 6, pp , December 2004
Bulletin of the Seismological Society of America, Vol. 94, No. 6, pp. 1993 2003, December 2004 Precarious Rock and Overturned Transformer Evidence for Ground Shaking in the M s 7.7 Kern County Earthquake:
More informationNew ground motion data and concepts in seismic hazard analysis
New ground motion data and concepts in seismic hazard analysis John G. Anderson*, James N. Brune, Rasool Anooshehpoor and Shean-Der Ni Seismological Laboratory, MS 174, University of Nevada, Reno, Nevada
More informationConstraints from precariously balanced rocks on preferred rupture directions for large earthquakes on the southern San Andreas Fault
DOI 10.1007/s10950-007-9078-7 ORIGINAL ARTICLE Constraints from precariously balanced rocks on preferred rupture directions for large earthquakes on the southern San Andreas Fault Kim Olsen & James Brune
More informationACCOUNTING FOR SITE EFFECTS IN PROBABILISTIC SEISMIC HAZARD ANALYSIS: OVERVIEW OF THE SCEC PHASE III REPORT
ACCOUNTING FOR SITE EFFECTS IN PROBABILISTIC SEISMIC HAZARD ANALYSIS: OVERVIEW OF THE SCEC PHASE III REPORT Edward H FIELD 1 And SCEC PHASE III WORKING GROUP 2 SUMMARY Probabilistic seismic hazard analysis
More informationGROUNDWORK FOR USING PRECARIOUSLY BALANCED ROCKS TO CONSTRAIN SEISMIC HAZARD MODELS IN NEW ZEALAND
GROUNDWORK FOR USING PRECARIOUSLY BALANCED ROCKS TO CONSTRAIN SEISMIC HAZARD MODELS IN NEW ZEALAND M.W. Stirling 1 A. Zondervan 1 M.D. Purvance 2 R. Anooshehepoor 2 and R.J. Norris 3 1 GNS Science, P.O.
More informationUpdated Graizer-Kalkan GMPEs (GK13) Southwestern U.S. Ground Motion Characterization SSHAC Level 3 Workshop 2 Berkeley, CA October 23, 2013
Updated Graizer-Kalkan GMPEs (GK13) Southwestern U.S. Ground Motion Characterization SSHAC Level 3 Workshop 2 Berkeley, CA October 23, 2013 PGA Model Our model is based on representation of attenuation
More informationDistribution of precarious rocks at the Nevada Test Site: Comparison with ground motion predictions from nuclear tests
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 108, NO. B6, 2306, doi:10.1029/2002jb002000, 2003 Distribution of precarious rocks at the Nevada Test Site: Comparison with ground motion predictions from nuclear
More informationJack Loveless Department of Geosciences Smith College
Geodetic constraints on fault interactions and stressing rates in southern California Jack Loveless Department of Geosciences Smith College jloveless@smith.edu Brendan Meade Department of Earth & Planetary
More informationDeterministic Generation of Broadband Ground Motions! with Simulations of Dynamic Ruptures on Rough Faults! for Physics-Based Seismic Hazard Analysis
Deterministic Generation of Broadband Ground Motions! with Simulations of Dynamic Ruptures on Rough Faults! for Physics-Based Seismic Hazard Analysis Zheqiang Shi and Steven M. Day! Department of Geological
More informationRoot-mean-square distance and effects of hanging wall/footwall. Wang Dong 1 and Xie Lili 1,2
The 4 th World Conference on Earthquake Engineering October 2-7, 28, Beijing, China Root-mean-square distance and effects of hanging wall/footwall Wang Dong and Xie Lili,2 Institute of Engineering Mechanics,
More informationNEXT GENERATION ATTENUATION (NGA) EMPIRICAL GROUND MOTION MODELS: CAN THEY BE USED IN EUROPE?
First European Conference on Earthquake Engineering and Seismology (a joint event of the 13 th ECEE & 30 th General Assembly of the ESC) Geneva, Switzerland, 3-8 September 2006 Paper Number: 458 NEXT GENERATION
More informationYesterday scaling laws. An important one for seismic hazard analysis
Yesterday scaling laws An important one for seismic hazard analysis Estimating the expected size of an earthquake expected on a fault for which the mapped length is known. Wells & Coppersmith, 1994 And
More informationSONGS SSC. Tom Freeman GeoPentech PRELIMINARY RESULTS
SONGS SSC Tom Freeman GeoPentech PRELIMINARY RESULTS Focused Questions Summarize the tectonic setting What is the seismogenic thickness? Are you including deep ruptures in the upper mantle (~30 km)? Do
More informationThe Length to Which an Earthquake will go to Rupture. University of Nevada, Reno 89557
The Length to Which an Earthquake will go to Rupture Steven G. Wesnousky 1 and Glenn P. Biasi 2 1 Center of Neotectonic Studies and 2 Nevada Seismological Laboratory University of Nevada, Reno 89557 Abstract
More informationCAMPBELL-BOZORGNIA NEXT GENERATION ATTENUATION (NGA) RELATIONS FOR PGA, PGV AND SPECTRAL ACCELERATION: A PROGRESS REPORT
Proceedings of the 8 th U.S. National Conference on Earthquake Engineering April 18-22, 2006, San Francisco, California, USA Paper No. 906 CAMPBELL-BOZORGNIA NEXT GENERATION ATTENUATION (NGA) RELATIONS
More informationCHAPTER 1 BASIC SEISMOLOGY AND EARTHQUAKE TERMINOLGY. Earth Formation Plate Tectonics Sources of Earthquakes...
CHAPTER 1 BASIC SEISMOLOGY AND EARTHQUAKE TERMINOLGY Earth Formation... 1-2 Plate Tectonics... 1-2 Sources of Earthquakes... 1-3 Earth Faults... 1-4 Fault Creep... 1-5 California Faults... 1-6 Earthquake
More informationCHARACTERIZATION OF DIRECTIVITY EFFECTS OBSERVED DURING 1999 CHI-CHI, TAIWAN EARTHQUAKE
th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 4 Paper No. 74 CHARACTERIZATION OF DIRECTIVITY EFFECTS OBSERVED DURING 999 CHI-CHI, TAIWAN EARTHQUAKE Vietanh PHUNG, Gail
More informationEffects of Surface Geology on Seismic Motion
4 th IASPEI / IAEE International Symposium: Effects of Surface Geology on Seismic Motion August 23 26, 2011 University of California Santa Barbara LONG-PERIOD (3 TO 10 S) GROUND MOTIONS IN AND AROUND THE
More informationGROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING
GROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING Prepared for the PEER Methodology Testbeds Project by Paul Somerville and Nancy Collins URS Corporation, Pasadena, CA. Preliminary Draft, Feb 11,
More informationGeo736: Seismicity and California s Active Faults Introduction
Geo736: Seismicity and California s Active Faults Course Notes: S. G. Wesnousky Spring 2018 Introduction California sits on the boundary of the Pacific - North American plate boundary (Figure 1). Relative
More informationKinematics of the Southern California Fault System Constrained by GPS Measurements
Title Page Kinematics of the Southern California Fault System Constrained by GPS Measurements Brendan Meade and Bradford Hager Three basic questions Large historical earthquakes One basic question How
More informationToday: Basic regional framework. Western U.S. setting Eastern California Shear Zone (ECSZ) 1992 Landers EQ 1999 Hector Mine EQ Fault structure
Today: Basic regional framework Western U.S. setting Eastern California Shear Zone (ECSZ) 1992 Landers EQ 1999 Hector Mine EQ Fault structure 1 2 Mojave and Southern Basin and Range - distribution of strike-slip
More informationEarthquake Tectonics and Hazards on the Continents June Recognizing and characterizing strike-slip faults and earthquakes in USA
2464-4 Earthquake Tectonics and Hazards on the Continents 17-28 June 2013 Recognizing and characterizing strike-slip faults and earthquakes in USA S. G. Wesnousky Univ. of Nevada USA Strike-slip Faults
More informationJohn Shaw CRUSTAL DEFORMATION MODEL: OBLIQUE CONVERGENCE IN THE INNER CALIFORNIA BORDERLANDS ACCOMMODATED BY ACTIVE STRIKE-SLIP AND REVERSE FAULTS
CRUSTAL DEFORMATION MODEL: OBLIQUE CONVERGENCE IN THE INNER CALIFORNIA BORDERLANDS ACCOMMODATED BY ACTIVE STRIKE-SLIP AND REVERSE FAULTS August 2013 SONGS SSC SSHAC Workshop # 2 (August 12-14, 2013) Crustal
More informationLecture # 6. Geological Structures
1 Lecture # 6 Geological Structures ( Folds, Faults and Joints) Instructor: Dr. Attaullah Shah Department of Civil Engineering Swedish College of Engineering and Technology-Wah Cantt. 2 The wavy undulations
More informationGeometric effects resulting from the asymmetry of dipping fault: Hanging wall/ footwall
Vol.21 No.3 (275~282) ACTA SEISMOLOGICA SINICA May, 2008 Article ID: 1000-9116(2008)03-0275-08 doi: 10.1007/s11589-008-0275-4 Geometric effects resulting from the asymmetry of dipping fault: Hanging wall/
More informationDi#erences in Earthquake Source and Ground Motion Characteristics between Surface and Buried Crustal Earthquakes
Bull. Earthq. Res. Inst. Univ. Tokyo Vol. 2+,**0 pp.,/3,00 Di#erences in Earthquake Source and Ground Motion Characteristics between Surface and Buried Crustal Earthquakes Paul Somerville* and Arben Pitarka
More informationArthur Frankel, William Stephenson, David Carver, Jack Odum, Robert Williams, and Susan Rhea U.S. Geological Survey
Probabilistic Seismic Hazard Maps for Seattle: 3D Sedimentary Basin Effects, Nonlinear Site Response, and Uncertainties from Random Velocity Variations Arthur Frankel, William Stephenson, David Carver,
More informationGeologic Constraints on the Seismic Hazard of the White Wolf Fault Earthquake Zone
Geologic Constraints on the Seismic Hazard of the White Wolf Fault Earthquake Zone Nathan Earl Robison, September 1999 Abstract Field methods established by Brune and others are used in surveying precarious
More informationLab 6: Earthquake Focal Mechanisms (35 points)
Lab 6: Earthquake Focal Mechanisms (35 points) Group Exercise 1. Drawing Nodal Planes (8 pts) The outline map below labeled Figure 4.60a shows the positions of two earthquakes recorded on the Mid-Atlantic
More informationEmpirical Green s Function Analysis of the Wells, Nevada, Earthquake Source
Nevada Bureau of Mines and Geology Special Publication 36 Empirical Green s Function Analysis of the Wells, Nevada, Earthquake Source by Mendoza, C. 1 and Hartzell S. 2 1 Centro de Geociencias, Universidad
More informationGROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING
GROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING Prepared for the PEER Methodology Testbeds Project by Paul Somerville and Nancy Collins URS Corporation, Pasadena, CA March 7, Site Conditions The
More informationON NEAR-FIELD GROUND MOTIONS OF NORMAL AND REVERSE FAULTS FROM VIEWPOINT OF DYNAMIC RUPTURE MODEL
1 Best Practices in Physics-based Fault Rupture Models for Seismic Hazard Assessment of Nuclear ON NEAR-FIELD GROUND MOTIONS OF NORMAL AND REVERSE FAULTS FROM VIEWPOINT OF DYNAMIC RUPTURE MODEL Hideo AOCHI
More information7 Ground Motion Models
7 Ground Motion Models 7.1 Introduction Ground motion equations are often called attenution relations but they describe much more than just the attenutation of the ground motion; they describe the probability
More informationLower Bounds on Ground Motion at Point Reyes During the 1906 San Francisco Earthquake from Train Toppling Analysis
Lower Bounds on Ground Motion at Point Reyes During the 196 San Francisco Earthquake from Train Toppling Analysis by Swetha Veeraraghavan, Thomas H. Heaton, and Swaminathan Krishnan Abstract Independent
More informationComparisons of Ground Motions from the 1999 Chi-Chi Earthquake with Empirical Predictions Largely Based on Data from California
Bulletin of the Seismological Society of America, 9, 5, pp. 7, October 00 Comparisons of Ground Motions from the 999 Chi-Chi Earthquake with Empirical Predictions Largely Based on Data from California
More informationIntroduction Faults blind attitude strike dip
Chapter 5 Faults by G.H. Girty, Department of Geological Sciences, San Diego State University Page 1 Introduction Faults are surfaces across which Earth material has lost cohesion and across which there
More informationShort Note Source Mechanism and Rupture Directivity of the 18 May 2009 M W 4.6 Inglewood, California, Earthquake
Bulletin of the Seismological Society of America, Vol. 100, No. 6, pp. 3269 3277, December 2010, doi: 10.1785/0120100087 Short Note Source Mechanism and Rupture Directivity of the 18 May 2009 M W 4.6 Inglewood,
More informationPart 2 - Engineering Characterization of Earthquakes and Seismic Hazard. Earthquake Environment
Part 2 - Engineering Characterization of Earthquakes and Seismic Hazard Ultimately what we want is a seismic intensity measure that will allow us to quantify effect of an earthquake on a structure. S a
More informationState of Stress in Seismic Gaps Along the SanJacinto Fault
ELEVEN State of Stress in Seismic Gaps Along the SanJacinto Fault Hirao Kanamori and Harold Magistrale NTRODUCTON Data from the Southern California Seismic Network have been extensively used to map spatial
More informationGround Motions from the 2008 Wells, Nevada Earthquake Sequence and Implications for Seismic Hazard
Nevada Bureau of Mines and Geology Special Publication 36 Ground Motions from the 2008 Wells, Nevada Earthquake Sequence and Implications for Seismic Hazard by Mark Petersen 1, Kris Pankow 2, Glenn Biasi
More informationNon-Ergodic Probabilistic Seismic Hazard Analyses
Non-Ergodic Probabilistic Seismic Hazard Analyses M.A. Walling Lettis Consultants International, INC N.A. Abrahamson University of California, Berkeley SUMMARY A method is developed that relaxes the ergodic
More informationVALIDATION AGAINST NGA EMPIRICAL MODEL OF SIMULATED MOTIONS FOR M7.8 RUPTURE OF SAN ANDREAS FAULT
VALIDATION AGAINST NGA EMPIRICAL MODEL OF SIMULATED MOTIONS FOR M7.8 RUPTURE OF SAN ANDREAS FAULT L.M. Star 1, J. P. Stewart 1, R.W. Graves 2 and K.W. Hudnut 3 1 Department of Civil and Environmental Engineering,
More informationElastic rebound theory
Elastic rebound theory Focus epicenter - wave propagation Dip-Slip Fault - Normal Normal Fault vertical motion due to tensional stress Hanging wall moves down, relative to the footwall Opal Mountain, Mojave
More informationEmpirical ground-motion prediction equations for Northwestern. Turkey using the aftershocks of the 1999 Kocaeli earthquake
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Empirical ground-motion prediction equations for Northwestern Turkey using the aftershocks of the 1999 Kocaeli earthquake D. Bindi (1), S. Parolai (2), H.
More informationFault Specific, Dynamic Rupture Scenarios for Strong Ground Motion Prediction
Fault Specific, Dynamic Rupture Scenarios for Strong Ground Motion Prediction H. Sekiguchi Disaster Prevention Research Institute, Kyoto University, Japan Blank Line 9 pt Y. Kase Active Fault and Earthquake
More informationEarthquake Stress Drops in Southern California
Earthquake Stress Drops in Southern California Peter Shearer IGPP/SIO/U.C. San Diego September 11, 2009 Earthquake Research Institute Lots of data for big earthquakes (rupture dimensions, slip history,
More informationModelling Strong Ground Motions for Subduction Events in the Wellington Region, New Zealand
Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society 14-16 April, 2011, Auckland, New Zealand Modelling Strong Ground Motions for Subduction Events
More informationto: Interseismic strain accumulation and the earthquake potential on the southern San
Supplementary material to: Interseismic strain accumulation and the earthquake potential on the southern San Andreas fault system by Yuri Fialko Methods The San Bernardino-Coachella Valley segment of the
More information3D VISCO-ELASTIC WAVE PROPAGATION IN THE BORREGO VALLEY, CALIFORNIA
3D VISCO-ELASTIC WAVE PROPAGATION IN THE BORREGO VALLEY, CALIFORNIA Kim B OLSEN 1, Robert L NIGBOR 2 And Takaaki KONNO 3 SUMMARY We have simulated 2-Hz wave propagation in a three-dimensional model of
More informationUPDATED GRAIZER-KALKAN GROUND- MOTION PREDICTION EQUATIONS FOR WESTERN UNITED STATES
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 1-5, 014 Anchorage, Alaska UPDATED GRAIZER-KALKAN GROUND- MOTION PREDICTION EQUATIONS FOR WESTERN
More informationSCEC INCITE OLCF PROJECT PROGRESS REPORT,
SCEC INCITE OLCF PROJECT PROGRESS REPORT, 2015 Title: PI and Co-PI(s): Thomas H. Jordan, Jacobo Bielak, Kim Olsen, Yifeng Cui, Po Chen, Ricardo Taborda, Philip Maechling Applying Institution/Organization:
More informationSTUDYING THE IMPORTANT PARAMETERS IN EARTHQUAKE SIMULATION BASED ON STOCHASTIC FINITE FAULT MODELING
STUDYING THE IMPORTANT PARAMETERS IN EARTHQUAKE SIMULATION BASED ON STOCHASTIC FINITE FAULT MODELING H. Moghaddam 1, N. Fanaie 2* and H. Hamzehloo 1 Professor, Dept. of civil Engineering, Sharif University
More informationDirectivity of near-fault ground motion generated by thrust-fault earthquake: a case study of the 1999 M w 7.6 Chi-Chi earthquake
October -7, 8, Beijing, China Directivity of near-fault ground motion generated by thrust-fault earthquake: a case study of the 999 M w 7.6 Chi-Chi earthquake J.J. Hu and L.L. Xie Assistant Professor,
More informationEARTHQUAKE CLUSTERS, SMALL EARTHQUAKES
EARTHQUAKE CLUSTERS, SMALL EARTHQUAKES AND THEIR TREATMENT FOR HAZARD ESTIMATION Gary Gibson and Amy Brown RMIT University, Melbourne Seismology Research Centre, Bundoora AUTHORS Gary Gibson wrote his
More informationLearning goals - January 16, Describe the geometry of a fault (1) orientation of the plane (strike and dip) (2) slip vector
Learning goals - January 16, 2012 You will understand how to: Describe the geometry of a fault (1) orientation of the plane (strike and dip) (2) slip vector Understand concept of slip rate and how it is
More informationPROBABILISTIC SURFACE FAULT DISPLACEMENT HAZARD ANALYSIS (PFDHA) DATA FOR STRIKE SLIP FAULTS
PROBABILISTIC SURFACE FAULT DISPLACEMENT HAZARD ANALYSIS (PFDHA) DATA FOR STRIKE SLIP FAULTS PEER SURFACE FAULT DISPLACEMENT HAZARD WORKSHOP U.C. Berkeley May 20-21, 2009 Timothy Dawson California Geological
More informationShort Note Fault Slip Velocities Inferred from the Spectra of Ground Motions
Bulletin of the Seismological Society of America, Vol. 99, No. 2A, pp. 876 883, April 2009, doi: 10.1785/0120080008 Short Note Fault Slip Velocities Inferred from the Spectra of Ground Motions by N. Ani
More informationThe Earthquake Cycle Chapter :: n/a
The Earthquake Cycle Chapter :: n/a A German seismogram of the 1906 SF EQ Image courtesy of San Francisco Public Library Stages of the Earthquake Cycle The Earthquake cycle is split into several distinct
More informationGPS Monitoring of the San Andreas Fault and Modeling of Slip Rate on the Mojave Section of the San Andreas Fault
GPS Monitoring 1 GPS Monitoring of the San Andreas Fault and Modeling of Slip Rate on the Mojave Section of the San Andreas Fault By Nayeli Jimenez and Mischel Bartie PRISM Research Program Coordinator:
More informationEffects of Surface Geology on Seismic Motion
4 th IASPEI / IAEE International Symposium: Effects of Surface Geology on Seismic Motion August 23 26, 2011 University of California Santa Barbara ESTIMATION OF SITE EFFECTS BASED ON RECORDED DATA AND
More information4((F'~) 2) = ~ = (2)
Bulletin of the Seismological Society of America, Vol. 74, No. 5, pp. 1615-1621, October 1984 AVERAGE BODY-WAVE RADIATION COEFFICIENTS BY DAVID M. BOORE AND JOHN BOATWRIGHT ABSTRACT Averages of P- and
More informationComment on Why Do Modern Probabilistic Seismic-Hazard Analyses Often Lead to Increased Hazard Estimates? by Julian J. Bommer and Norman A.
Comment on Why Do Modern Probabilistic Seismic-Hazard Analyses Often Lead to Increased Hazard Estimates? by Julian J. Bommer and Norman A. Abrahamson Zhenming Wang Kentucky Geological Survey 8 Mining and
More informationEARTHQUAKE LOCATIONS INDICATE PLATE BOUNDARIES EARTHQUAKE MECHANISMS SHOW MOTION
6-1 6: EARTHQUAKE FOCAL MECHANISMS AND PLATE MOTIONS Hebgen Lake, Montana 1959 Ms 7.5 1 Stein & Wysession, 2003 Owens Valley, California 1872 Mw ~7.5 EARTHQUAKE LOCATIONS INDICATE PLATE BOUNDARIES EARTHQUAKE
More informationATTENUATION RELATIONSHIP FOR ESTIMATION OF PEAK GROUND VERTICAL ACCELERATION USING DATA FROM STRONG MOTION ARRAYS IN INDIA
ATTENUATION RELATIONSHIP FOR ESTIMATION OF PEAK GROUND VERTICAL ACCELERATION USING DATA FROM STRONG MOTION ARRAYS IN INDIA Mukat L SHARMA 1 SUMMARY An attenuation relationship for peak vertical ground
More informationEarthquake stress drop estimates: What are they telling us?
Earthquake stress drop estimates: What are they telling us? Peter Shearer IGPP/SIO/U.C. San Diego October 27, 2014 SCEC Community Stress Model Workshop Lots of data for big earthquakes (rupture dimensions,
More informationUncertainties in a probabilistic model for seismic hazard analysis in Japan
Uncertainties in a probabilistic model for seismic hazard analysis in Japan T. Annaka* and H. Yashiro* * Tokyo Electric Power Services Co., Ltd., Japan ** The Tokio Marine and Fire Insurance Co., Ltd.,
More informationEarthquakes and Seismotectonics Chapter 5
Earthquakes and Seismotectonics Chapter 5 What Creates Earthquakes? The term Earthquake is ambiguous: Applies to general shaking of the ground and to the source of the shaking We will talk about both,
More informationPotency-magnitude scaling relations for southern California earthquakes with 1.0 < M L < 7.0
Geophys. J. Int. (2002) 148, F1 F5 FAST TRACK PAPER Potency-magnitude scaling relations for southern California earthquakes with 1.0 < M L < 7.0 Yehuda Ben-Zion 1, and Lupei Zhu 2 1 Department of Earth
More informationTHE EFFECT OF DIRECTIVITY ON THE STRESS PARAMETER DETERMINED FROM GROUND MOTION OBSERVATIONS
Bulletin of the Seismological Society of America, Vol. 79, No. 6, pp. 1984-1988, December 1989 THE EFFECT OF DIRECTIVITY ON THE STRESS PARAMETER DETERMINED FROM GROUND MOTION OBSERVATIONS BY DAVID M. BOORE
More informationHigh-Frequency Ground Motion Simulation Using a Source- and Site-Specific Empirical Green s Function Approach
High-Frequency Ground Motion Simulation Using a Source- and Site-Specific Empirical Green s Function Approach R. Mourhatch & S. Krishnan California Institute of Technology, Pasadena, CA, USA SUMMARY: A
More informationSDSU Module Kim Olsen and Rumi Takedatsu San Diego State University
SDSU Module Kim Olsen and Rumi Takedatsu San Diego State University SWUS GMC Workshop #2, Oct 22-24, 2013 Question: Based on the June 26 2013 SCEC Meeting, is the output of the BBP consistent with the
More informationResponse Analysis of a Buried Pipeline Considering the
Response Analysis of a Buried Pipeline Considering the process Process of fault Fault movement Movement A.W. Liu, X.H. Jia Institute of Geophysics, CEA, China SUMMARY: For the seismic design of a pipeline
More informationAn empirical attenuation relationship for Northwestern Turkey ground motion using a random effects approach
Soil Dynamics and Earthquake Engineering 24 (2004) 115 125 www.elsevier.com/locate/soildyn An empirical attenuation relationship for Northwestern Turkey ground motion using a random effects approach Cem
More informationSEISMIC HAZARD ANALYSIS. Instructional Material Complementing FEMA 451, Design Examples Seismic Hazard Analysis 5a - 1
SEISMIC HAZARD ANALYSIS Instructional Material Complementing FEMA 451, Design Examples Seismic Hazard Analysis 5a - 1 Seismic Hazard Analysis Deterministic procedures Probabilistic procedures USGS hazard
More informationNEODETERMINISTIC SEISMIC HAZARD ASSESSMENT. Seismic hazard in Asia Trieste 4-8 December 2006
H4.SMR/1882-2 Seismic Hazard in Asia 4-8 December 2006 Neodeterministic Hazard Assessment G.F. Panza 1, 2 1 Department of Earth Sciences University of Trieste 2 ICTP SAND Group, Trieste NEODETERMINISTIC
More informationImaging sharp lateral velocity gradients using scattered waves on dense arrays: faults and basin edges
2017 SCEC Proposal Report #17133 Imaging sharp lateral velocity gradients using scattered waves on dense arrays: faults and basin edges Principal Investigator Zhongwen Zhan Seismological Laboratory, California
More informationShaking Hazard Compatible Methodology for Probabilistic Assessment of Fault Displacement Hazard
Surface Fault Displacement Hazard Workshop PEER, Berkeley, May 20-21, 2009 Shaking Hazard Compatible Methodology for Probabilistic Assessment of Fault Displacement Hazard Maria Todorovska Civil & Environmental
More informationDevelopment of U. S. National Seismic Hazard Maps and Implementation in the International Building Code
Development of U. S. National Seismic Hazard Maps and Implementation in the International Building Code Mark D. Petersen (U.S. Geological Survey) http://earthquake.usgs.gov/hazmaps/ Seismic hazard analysis
More informationSIMULATING STRONG GROUND MOTION FROM COMPLEX SOURCES BY RECIPROCAL GREEN FUNCTIONS ABSTRACT
SIMULATING STRONG GROUND MOTION FROM COMPLEX SOURCES BY RECIPROCAL GREEN FUNCTIONS L. EISNER*, R.W. CLAYTON Seismological Laboratory, 1200 California Blvd. 252-21, California Institute of Technology, Pasadena,
More informationHow mountains are made. We will talk about valleys (erosion and weathering later)
How mountains are made We will talk about valleys (erosion and weathering later) http://www.ilike2learn.com/ilike2learn/mountainmaps/mountainranges.html Continent-continent plate convergence Less dense,
More informationVertical to Horizontal (V/H) Ratios for Large Megathrust Subduction Zone Earthquakes
Vertical to Horizontal (V/H) Ratios for Large Megathrust Subduction Zone Earthquakes N.J. Gregor Consultant, Oakland, California, USA N.A. Abrahamson University of California, Berkeley, USA K.O. Addo BC
More informationChapter 15 Structures
Chapter 15 Structures Plummer/McGeary/Carlson (c) The McGraw-Hill Companies, Inc. TECTONIC FORCES AT WORK Stress & Strain Stress Strain Compressive stress Shortening strain Tensional stress stretching
More informationNumerical Simulation of SH Seismic Waves Propagation Above Fault Zones Application At Wadi Natash Area, Eastern Desert, Egypt-
Numerical Simulation of SH Seismic Waves Propagation Above Fault Zones Application At Wadi Natash Area, Eastern Desert, Egypt- M. Thabet Geology Department, Science Faculty, Assiut University, Assiut,
More informationModel Uncertainties of the 2002 Update of California Seismic Hazard Maps
Bulletin of the Seismological Society of America, Vol. 95, No. 6, pp. 24 257, December 25, doi: 1.1785/12517 Model Uncertainties of the 22 Update of California Seismic Hazard Maps by Tianqing Cao, Mark
More informationSPECTRA FOR VERTICAL EARTHQUAKE GROUND MOTION
th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, Paper No. 9 SPECTRA FOR VERTICAL EARTHQUAKE GROUND MOTION Amr S. Elnashai, Liangcai He and Ahmed Elgamal SUMMARY The vertical
More informationAppendix O: Gridded Seismicity Sources
Appendix O: Gridded Seismicity Sources Peter M. Powers U.S. Geological Survey Introduction The Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3) is a forecast of earthquakes that fall
More informationGround Motion Prediction Equations: Past, Present, and Future
Ground Motion Prediction Equations: Past, Present, and Future The 2014 William B. Joyner Lecture David M. Boore As presented at the SMIP15 meeting, Davis, California, 22 October 2015 The William B. Joyner
More informationDIRECT HAZARD ANALYSIS OF INELASTIC RESPONSE SPECTRA
DIRECT HAZARD ANALYSIS OF INELASTIC RESPONSE SPECTRA ABSTRACT Y. Bozorgnia, M. Hachem, and K.W. Campbell Associate Director, PEER, University of California, Berkeley, California, USA Senior Associate,
More informationApparent and True Dip
Apparent and True Dip Cross-bedded building stone. The contact immediately below A appears to dip gently to the right, but at B, the contact appears to dip to the left. But it's not a syncline! Both of
More informationASSESSMENT OF DESIGN BASIS EARTHQUAKE GROUND MOTIONS FOR NEAR-FAULT CONDITIONS
ASSESSMENT OF DESIGN BASIS EARTHQUAKE GROUND MOTIONS FOR NEAR-FAULT CONDITIONS Mustafa ERDIK 1 And Eser DURUKAL 2 SUMMARY Near-fault ground motions are strongly influenced by the earthquake faulting mechanism
More informationDeveloping ENA GMPE s Using Broadband Synthe=c Seismograms from Finite- Fault Simula=ons
Developing ENA GMPE s Using Broadband Synthe=c Seismograms from Finite- Fault Simula=ons Art Frankel U.S. Geological Survey SeaFle, WA NGA- East workshop Oct 29, 2014 From Frankel (2009) 1 ENA broadband
More informationSimulation of earthquake rupture process and strong ground motion
Simulation of earthquake rupture process and strong ground motion Takashi Miyatake (1) and Tomohiro Inoue (2) (1) Earthquake Research Institute, University of Tokyo, Yayoi, Bunkyo, Tokyo, 113-0032, Japan
More informationGPS Strain & Earthquakes Unit 5: 2014 South Napa earthquake GPS strain analysis student exercise
GPS Strain & Earthquakes Unit 5: 2014 South Napa earthquake GPS strain analysis student exercise Strain Analysis Introduction Name: The earthquake cycle can be viewed as a process of slow strain accumulation
More informationKnowledge of in-slab earthquakes needed to improve seismic hazard estimates for southwestern British Columbia
USGS OPEN FILE REPORT #: Intraslab Earthquakes 1 Knowledge of in-slab earthquakes needed to improve seismic hazard estimates for southwestern British Columbia John Adams and Stephen Halchuk Geological
More informationTests and Applications of 3-D Geophysical Model Assembly
John N. Louie, Aasha Pancha, Glenn P. Biasi, Weston Thelen, James B. Scott Nevada Seismological Lab 174, University of Nevada, Reno, NV 89557, louie@seismo.unr.edu Mark F. Coolbaugh Great Basin Center
More informationEFFECTS OF SIMULATED MAGNITUDE 9 EARTHQUAKE MOTIONS ON STRUCTURES IN THE PACIFIC NORTHWEST
Eleventh U.S. National Conference on Earthquake Engineering Integrating Science, Engineering & Policy June 25-29, 2018 Los Angeles, California EFFECTS OF SIMULATED MAGNITUDE 9 EARTHQUAKE MOTIONS ON STRUCTURES
More informationSeparating Tectonic, Magmatic, Hydrological, and Landslide Signals in GPS Measurements near Lake Tahoe, Nevada-California
Separating Tectonic, Magmatic, Hydrological, and Landslide Signals in GPS Measurements near Lake Tahoe, Nevada-California Geoffrey Blewitt, Corné Kreemer, William C. Hammond, & Hans-Peter Plag NV Geodetic
More informationRefraction Microtremor for Shallow Shear Velocity in Urban Basins
Refraction Microtremor for Shallow Shear Velocity in Urban Basins John Louie, Nevada Seismological Lab UNR students: J. B. Scott, T. Rasmussen, W. Thelen, M. Clark Collaborators: S. Pullammanappallil &
More informationMagnitude 7.7 QUEEN CHARLOTTE ISLANDS REGION
A major 7.7 magnitude earthquake struck at 8:04 PM local time in western British Columbia, Canada. The epicenter is located on Moresby Island, the southern large island in the Queen Charlotte Islands region.
More information