Publications
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How many records should be used in ASCE/SEI-7 ground motion scaling procedure? How many records should be used in ASCE/SEI-7 ground motion scaling procedure?
U.S. national building codes refer to the ASCE/SEI-7 provisions for selecting and scaling ground motions for use in nonlinear response history analysis of structures. Because the limiting values for the number of records in the ASCE/SEI-7 are based on engineering experience, this study examines the required number of records statistically, such that the scaled records provide accurate...
Authors
Juan C. Reyes, Erol Kalkan
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
Summary of November 2010 meeting to evaluate turbidite data for constraining the recurrence parameters of great Cascadia earthquakes for the update of national seismic hazard maps Summary of November 2010 meeting to evaluate turbidite data for constraining the recurrence parameters of great Cascadia earthquakes for the update of national seismic hazard maps
This report summarizes a meeting of geologists, marine sedimentologists, geophysicists, and seismologists that was held on November 18–19, 2010 at Oregon State University in Corvallis, Oregon. The overall goal of the meeting was to evaluate observations of turbidite deposits to provide constraints on the recurrence time and rupture extent of great Cascadia subduction zone (CSZ)...
Authors
Arthur D. Frankel
Cone penetration tests and soil borings at the Mason Road site in Green Valley, Solano County, California Cone penetration tests and soil borings at the Mason Road site in Green Valley, Solano County, California
In support of a study to investigate the history of the Green Valley Fault, 13 cone penetration test soundings and 3 auger borings were made at the Mason Road site in Green Valley, Solano County, California. Three borings were made at or near two of the cone penetration test soundings. The soils are mostly clayey with a few sandy layers or lenses. Fine-grained soils range from low...
Authors
Michael J. Bennett, Thomas E. Noce, James J. Lienkaemper
Active mountain building and the distribution of core Maxillariinae species in tropical Mexico and Central America Active mountain building and the distribution of core Maxillariinae species in tropical Mexico and Central America
The observation that southeastern Central America is a hotspot for orchid diversity has long been known and confirmed by recent systematic studies and checklists. An analysis of the geographic and elevation distribution demonstrates that the most widespread species of “core” Maxillariinae are all adapted to life near sea level, whereas the most narrowly endemic species are largely...
Authors
Stephen H. Kirby