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Heavy tails and earthquake probabilities Heavy tails and earthquake probabilities

The 21st century has already seen its share of devastating earthquakes, some of which have been labeled as “unexpected,” at least in the eyes of some seismologists and more than a few journalists. A list of seismological surprises could include the 2004 Sumatra-Andaman Islands; 2008 Wenchuan, China; 2009 Haiti; 2011 Christchurch, New Zealand; and 2011 Tohoku, Japan, earthquakes
Authors
William L. Ellsworth

Measuring the orthogonality error of coil systems Measuring the orthogonality error of coil systems

Recently, a simple method was proposed for the determination of pitch angle between two coil axes by means of a total field magnetometer. The method is applicable when the homogeneous volume in the centre of the coil system is large enough to accommodate the total field sensor. Orthogonality of calibration coil systems used for calibrating vector magnetometers can be attained by this...
Authors
B. Heilig, A. Csontos, K. Pajunpaa, Tim White, B. St. Louis, D. Calp

The western limits of the Seattle fault zone and its interaction with the Olympic Peninsula, Washington The western limits of the Seattle fault zone and its interaction with the Olympic Peninsula, Washington

We present evidence that the Seattle fault zone of Washington State extends to the west edge of the Puget Lowland and is kinemati-cally linked to active faults that border the Olympic Massif, including the Saddle Moun-tain deformation zone. Newly acquired high-resolution seismic reflection and marine magnetic data suggest that the Seattle fault zone extends west beyond the Seattle Basin...
Authors
A.P. Lamb, L.M. Liberty, Richard J. Blakely, Thomas L. Pratt, B.L. Sherrod, K. Van Wijk

Ambient response of a unique performance-based design building with dynamic response modification features Ambient response of a unique performance-based design building with dynamic response modification features

A 64-story, performance-based design building with reinforced concrete core shear-walls and unique dynamic response modification features (tuned liquid sloshing dampers and buckling-restrained braces) has been instrumented with a monitoring array of 72 channels of accelerometers. Ambient vibration data recorded are analyzed to identify modes and associated frequencies and damping. The...
Authors
Mehmet Çelebi, Moh Huang, Antony Shakal, John Hooper, Ron Klemencic

Implications of NGA for NEHRP site coefficients Implications of NGA for NEHRP site coefficients

Three proposals are provided to update tables 11.4-1 and 11.4-2 of Minimum Design Loads for Buildings and Other Structures (7-10), by the American Society of Civil Engineers (2010) (ASCE/SEI 7-10), with site coefficients implied directly by NGA (Next Generation Attenuation) ground motion prediction equations (GMPEs). Proposals include a recommendation to use straight-line interpolation...
Authors
Roger D. Borcherdt

Laboratory triggering of stick-slip events by oscillatory loading in the presence of pore fluid with implications for physics of tectonic tremor Laboratory triggering of stick-slip events by oscillatory loading in the presence of pore fluid with implications for physics of tectonic tremor

The physical mechanism by which the low-frequency earthquakes (LFEs) that make up portions of tectonic (also called non-volcanic) tremor are created is poorly understood. In many areas of the world, tectonic tremor and LFEs appear to be strongly tidally modulated, whereas ordinary earthquakes are not. Anomalous seismic wave speeds, interpreted as high pore fluid pressure, have been...
Authors
Noel M. Bartlow, David A. Lockner, Nicholas M. Beeler

Laboratory observations of fault strength in response to changes in normal stress Laboratory observations of fault strength in response to changes in normal stress

Changes in fault normal stress can either inhibit or promote rupture propagation, depending on the fault geometry and on how fault shear strength varies in response to the normal stress change. A better understanding of this dependence will lead to improved earthquake simulation techniques, and ultimately, improved earthquake hazard mitigation efforts. We present the results of new...
Authors
Brian D. Kilgore, Julian Lozos, Nicholas M. Beeler, David Oglesby

Improving PAGER's real-time earthquake casualty and loss estimation toolkit: a challenge Improving PAGER's real-time earthquake casualty and loss estimation toolkit: a challenge

We describe the on-going developments of PAGER’s loss estimation models, and discuss value-added web content that can be generated related to exposure, damage and loss outputs for a variety of PAGER users. These developments include identifying vulnerable building types in any given area, estimating earthquake-induced damage and loss statistics by building type, and developing...
Authors
K. S. Jaiswal, D.J. Wald

Earthquake ground motion Earthquake ground motion

Most of the effort in seismic design of buildings and other structures is focused on structural design. This chapter addresses another key aspect of the design process—characterization of earthquake ground motion. Section 3.1 describes the basis of the earthquake ground motion maps in the Provisions and in ASCE 7. Section 3.2 has examples for the determination of ground motion parameters...
Authors
Nicolas Luco, Michael Valley, C.B. Crouse

Mars global digital dune database: MC-30 Mars global digital dune database: MC-30

The Mars Global Digital Dune Database (MGD3) provides data and describes the methodology used in creating the global database of moderate- to large-size dune fields on Mars. The database is being released in a series of U.S. Geological Survey Open-File Reports. The first report (Hayward and others, 2007) included dune fields from lat 65° N. to 65° S. (http://pubs.usgs.gov/of/2007/1158/)...
Authors
R.K. Hayward, L.K. Fenton, T.N. Titus, A. Colaprete, P. R. Christensen

Advanced earthquake monitoring system for U.S. Department of Veterans Affairs medical buildings--instrumentation Advanced earthquake monitoring system for U.S. Department of Veterans Affairs medical buildings--instrumentation

In collaboration with the U.S. Department of Veterans Affairs (VA), the National Strong Motion Project (NSMP; http://nsmp.wr.usgs.gov/) of the U.S. Geological Survey has been installing sophisticated seismic systems that will monitor the structural integrity of 28 VA hospital buildings located in seismically active regions of the conterminous United States, Alaska, and Puerto Rico during
Authors
Erol Kalkan, Krishna Banga, Hasan S. Ulusoy, Jon Peter B. Fletcher, William S. Leith, Shahneam Reza, Timothy Cheng

Differential melt scaling for oblique impacts on terrestrial planets Differential melt scaling for oblique impacts on terrestrial planets

Analytical estimates of melt volumes produced by a given projectile and contained in a given impact crater are derived as a function of impact velocity, impact angle, planetary gravity, target and projectile densities, and specific internal energy of melting. Applications to impact events and impact craters on the Earth, Moon, and Mars are demonstrated and discussed. The most probable...
Authors
Oleg Abramov, Stephanie M. Wong Wong, David A. Kring Kring
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