Use of Geostatistics For Accurate Mapping of Earthquake Ground Motion     

James R. Carr  Charles E. Glass 《Geophysical Journal International》1989,97(1):31-40

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A Linear Intensity Model to Investigate the Causal Relation Between Calabrian and North-Aegean Earthquake Sequences     

Giuseppe De  Natale  Fabio Musmeci†  Aldo Zollo 《Geophysical Journal International》1988,95(2):285-293

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Volcanic tremor and local earthquakes at Copahue volcanic complex, Southern Andes, Argentina     

J.M. Ibez  E. Del Pezzo  C. Bengoa  A. Caselli  G. Badi  J. Almendros 《Journal of Volcanology and Geothermal Research》2008,174(4):284-294

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Earthquakes in Switzerland and surrounding regions during 2007     

Nicolas Deichmann  Manfred Baer  John Clinton  Stephan Husen  Donat Fäh  Domenico Giardini  Philipp Kästli  Urs Kradolfer  Stefan Wiemer 《Swiss Journal of Geoscience》2008,101(3):659-667

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Statistical properties of seismicity of fault zones at different evolutionary stages     

G. Hillers  P. M. Mai  Y. Ben-Zion  J.-P. Ampuero 《Geophysical Journal International》2007,169(2):515-533

We perform a systematic parameter space study of the seismic response of a large fault with different levels of heterogeneity, using a 3-D elastic framework within the continuum limit. The fault is governed by rate-and-state friction and simulations are performed for model realizations with frictional and large scale properties characterized by different ranges of size scales. We use a number of seismicity and stress functions to characterize different types of seismic responses and test the correlation between hypocenter locations and the employed distributions of model parameters. The simulated hypocenters are found to correlate significantly with small L values of the rate-and-state friction. The final sizes of earthquakes are correlated with physical properties at their nucleation sites. The obtained stacked scaling relations are overall self-similar and have good correspondence with properties of natural earthquakes.  相似文献   

Evidence for an active fault below the northwestern Alpine foreland of Switzerland   总被引：2，自引：0，他引：2  

U. Kastrup  N. Deichmann  A. Fröhlich  D. Giardini 《Geophysical Journal International》2007,169(3):1273-1288

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Source mechanism of the 2000 November 15 Lake Van earthquake (M_w= 5.6) in eastern Turkey and its seismotectonic implications     

A. Pinar  Y. Honkura  K. Kuge  M. Matsushima  N. Sezgin  M. Yilmazer  Z. Ö&#;ütçü 《Geophysical Journal International》2007,170(2):749-763

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Coseismic and post-seismic signatures of the Sumatra 2004 December and 2005 March earthquakes in GRACE satellite gravity   总被引：2，自引：0，他引：2  

Isabelle Panet  Valentin Mikhailov  Michel Diament  Fred Pollitz  Geoffrey King  Olivier de Viron  Matthias Holschneider  Richard Biancale  Jean-Michel Lemoine 《Geophysical Journal International》2007,171(1):177-190

The GRACE satellite mission has been measuring the Earth's gravity field and its temporal variations since 2002 April. Although these variations are mainly due to mass transfer within the geofluid envelops, they also result from mass displacements associated with phenomena including glacial isostatic adjustment and earthquakes. However, these last contributions are difficult to isolate because of the presence of noise and of geofluid signals, and because of GRACE's coarse spatial resolution (>400 km half-wavelength). In this paper, we show that a wavelet analysis on the sphere helps to retrieve earthquake signatures from GRACE geoid products. Using a wavelet analysis of GRACE geoids products, we show that the geoid variations caused by the 2004 December ( M _w= 9.2) and 2005 March ( M _w= 8.7) Sumatra earthquakes can be detected. At GRACE resolution, the 2004 December earthquake produced a strong coseismic decrease of the gravity field in the Andaman Sea, followed by relaxation in the area affected by both the Andaman 2004 and the Nias 2005 earthquakes. We find two characteristic timescales for the relaxation, with a fast variation occurring in the vicinity of the Central Andaman ridge. We discuss our coseismic observations in terms of density changes of crustal and upper-mantle rocks, and of the vertical displacements in the Andaman Sea. We interpret the post-seismic signal in terms of the viscoelastic response of the Earth's mantle. The transient component of the relaxation may indicate the presence of hot, viscous material beneath the active Central Andaman Basin.  相似文献   

Centrifuge modelling-based verification of response spectra design methods for some vulnerable structures     

S. P. G. Madabhushi  C. H. Lawson 《Geotechnical and Geological Engineering》2006,24(4):793-808

Residential RC framed structures suffered heavily during the 2001 Bhuj earthquake in Gujarat, India. These types of structures also saw severe damage in other earthquakes such as the 1999 Kocaeli earthquake in Turkey and 921 Ji-Ji earthquake in Taiwan. In this paper the seismic response of residential structures was investigated using physical modelling. Idealised soft storey and top heavy, two degrees of freedom (2DOF) portal frame structures were developed and tested on saturated and dry sand models at 25 g using the Schofield Centre 10-m Beam Centrifuge. It was possible to recreate observed field behaviour using these models. As observed in many of the recent earthquakes, soft storey structures were found to be particularly vulnerable to seismic loads. Elastic response spectra methods are often used in the design of simple portal frame structures. The seismic risk of these structures can be significantly increased due to modifications such as removal of a column or addition of heavy water tanks on the roof. The experimental data from the dynamic centrifuge tests on such soft storey or top-heavy models was used to evaluate the predictions obtained from the response spectra. Response spectra were able to predict seismic response during small to moderate intensity earthquakes, but became inaccurate during strong earthquakes and when soil structure interaction effects became important. Re-evaluation of seismic risk of such modified structures is required and time domain analyses suggested by building codes such as IBC, UBC or NEHRP may be more appropriate.  相似文献   

New Approach for Estimation of Static and Seismic Active Earth Pressure   总被引：1，自引：1，他引：1  

Deepankar Choudhury  Shailesh Singh 《Geotechnical and Geological Engineering》2006,24(1):117-127

To estimate static and seismic active earth pressure (P_ad) on a rigid retaining wall, numerical analyses using different step sizes have been carried out in this paper, based on the modified Culmann line method by considering Coulomb’s planar rupture surface. Equivalent pseudo-static seismic forces are considered in the analysis. A new concept of modified unit weight by considering ground surcharge is introduced under static and seismic conditions. By numerical analysis, area of soil (A) has been estimated to obtain the ratio of A/A₀ where A₀ is θh², θ is the angle between retaining structure and ground surface and h is the vertical height of the wall. This ratio remains constant for a particular type of soil and has been used to estimate the maximum active earth pressure using force diagram. Results are provided in tabular form for easy calculation of the coefficient of static and seismic active earth pressure. Present results by considering the new technique, compares well with the results obtained by earlier researchers.  相似文献