Publications
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Illumination of rheological mantle heterogeneity by the M7.2 2010 El Mayor-Cucapah earthquake Illumination of rheological mantle heterogeneity by the M7.2 2010 El Mayor-Cucapah earthquake
Major intracontinental strike-slip faults tend to mark boundaries between lithospheric blocks of contrasting mechanical properties along much of their length. Both crustal and mantle heterogeneities can form such boundaries, but the role of crustal versus mantle strength contrasts for localizing strain sufficiently to generate major faults remains unclear. Using the crustal velocity...
Authors
Fred F. Pollitz, Roland Bürgmann, Wayne R. Thatcher
Stress imparted by the great 2004 Sumatra earthquake shut down transforms and activated rifts up to 400 km away in the Andaman Sea Stress imparted by the great 2004 Sumatra earthquake shut down transforms and activated rifts up to 400 km away in the Andaman Sea
The origin and prevalence of triggered seismicity and remote aftershocks are under debate. As a result, they have been excluded from probabilistic seismic hazard assessment and aftershock hazard notices. The 2004 M = 9.2 Sumatra earthquake altered seismicity in the Andaman backarc rift-transform system. Here we show that over a 300-km-long largely transform section of the backarc, M≥4.5
Authors
Volkan Sevilgen, Ross S. Stein, Fred F. Pollitz
Have recent earthquakes exposed flaws in or misunderstandings of probabilistic seismic hazard analysis? Have recent earthquakes exposed flaws in or misunderstandings of probabilistic seismic hazard analysis?
In a recent Opinion piece in these pages, Stein et al. (2011) offer a remarkable indictment of the methods, models, and results of probabilistic seismic hazard analysis (PSHA). The principal object of their concern is the PSHA map for Japan released by the Japan Headquarters for Earthquake Research Promotion (HERP), which is reproduced by Stein et al. (2011) as their Figure 1 and also...
Authors
Thomas C. Hanks, Gregory C. Beroza, Shinji Toda
Assessment of modal-pushover-based scaling procedure for nonlinear response history analysis of ordinary standard bridges Assessment of modal-pushover-based scaling procedure for nonlinear response history analysis of ordinary standard bridges
The earthquake engineering profession is increasingly utilizing nonlinear response history analyses (RHA) to evaluate seismic performance of existing structures and proposed designs of new structures. One of the main ingredients of nonlinear RHA is a set of ground motion records representing the expected hazard environment for the structure. When recorded motions do not exist (as is the...
Authors
E. Kalkan, N. Kwong
VS30 – A site-characterization parameter for use in building Codes, simplified earthquake resistant design, GMPEs, and ShakeMaps VS30 – A site-characterization parameter for use in building Codes, simplified earthquake resistant design, GMPEs, and ShakeMaps
VS30, defined as the average seismic shear-wave velocity from the surface to a depth of 30 meters, has found wide-spread use as a parameter to characterize site response for simplified earthquake resistant design as implemented in building codes worldwide. VS30 , as initially introduced by the author for the US 1994 NEHRP Building Code, provides unambiguous definitions of site classes...
Authors
Roger D. Borcherdt
Golden Gate Bridge response: a study with low-amplitude data from three earthquakes Golden Gate Bridge response: a study with low-amplitude data from three earthquakes
The dynamic response of the Golden Gate Bridge, located north of San Francisco, CA, has been studied previously using ambient vibration data and finite element models. Since permanent seismic instrumentation was installed in 1993, only small earthquakes that originated at distances varying between ~11 to 122 km have been recorded. Nonetheless, these records prompted this study of the...
Authors
Mehmet Çelebi
Should ground-motion records be rotated to fault-normal/parallel or maximum direction for response history analysis of buildings? Should ground-motion records be rotated to fault-normal/parallel or maximum direction for response history analysis of buildings?
In the United States, regulatory seismic codes (for example, California Building Code) require at least two sets of horizontal ground-motion components for three-dimensional (3D) response history analysis (RHA) of building structures. For sites within 5 kilometers (3.1 miles) of an active fault, these records should be rotated to fault-normal and fault-parallel (FN/FP) directions, and...
Authors
Juan C. Reyes, Erol Kalkan
Earthquake recurrence models fail when earthquakes fail to reset the stress field Earthquake recurrence models fail when earthquakes fail to reset the stress field
Parkfield's regularly occurring M6 mainshocks, about every 25 years, have over two decades stoked seismologists' hopes to successfully predict an earthquake of significant size. However, with the longest known inter-event time of 38 years, the latest M6 in the series (28 Sep 2004) did not conform to any of the applied forecast models, questioning once more the predictability of...
Authors
Thessa Tormann, Stefan Wiemer, Jeanne L. Hardebeck
QuakeCaster, an earthquake physics demonstration and exploration tool QuakeCaster, an earthquake physics demonstration and exploration tool
A fundamental riddle of earthquake occurrence is that tectonic motions at plate interiors are steady, changing only subtly over millions of years, but at plate boundary faults, the plates are stuck for hundreds of years and then suddenly jerk forward in earthquakes. Why does this happen? The answer, as formulated by Harry F. Reid (Reid 1910, 192) is that the Earth’s crust is elastic...
Authors
K. Linton, R.S. Stein
Using cluster analysis to organize and explore regional GPS velocities Using cluster analysis to organize and explore regional GPS velocities
Cluster analysis offers a simple visual exploratory tool for the initial investigation of regional Global Positioning System (GPS) velocity observations, which are providing increasingly precise mappings of actively deforming continental lithosphere. The deformation fields from dense regional GPS networks can often be concisely described in terms of relatively coherent blocks bounded by...
Authors
Robert W. Simpson, Wayne Thatcher, James C. Savage
By
Natural Hazards Mission Area, Geology, Energy, and Minerals Mission Area, Earthquake Hazards Program, Energy Resources Program, Mineral Resources Program, National Laboratories Program, Science and Decisions Center, Groundwater and Streamflow Information Program, Earthquake Science Center, Geology, Minerals, Energy, and Geophysics Science Center
Revelations from ambient shaking data of a recently instrumented unique building at MIT campus Revelations from ambient shaking data of a recently instrumented unique building at MIT campus
A state-of-the-art seismic monitoring system comprising 36 accelerometers and a data-logger with real-time capability was recently installed at Building 54 on the campus of the Massachusetts Institute of Technology [MIT], Cambridge, Massachusetts. The system is designed to record translational, torsional and rocking motions, and to facilitate computation of drift between select pairs of...
Authors
Mehmet Celebi, N. Toksoz, O. Buyukozturk
Seismic monitoring of structures and new developments Seismic monitoring of structures and new developments
No abstract available.
Authors
Mehmet Celebi