Bibliographies thématiques / Near fault

Littérature scientifique sur le sujet « Near fault »

Auteur : Grafiati
Publié le 1 avril 2023

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Articles de revues sur le sujet "Near fault"

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Hajali, Mohammad, Abdolrahim Jalali et Ahmad Maleki. « Effects of Near Fault and Far Fault Ground Motions on Nonlinear Dynamic Response and Seismic Improvement of Bridges ». Civil Engineering Journal 4, no 6 (4 juillet 2018) : 1456. http://dx.doi.org/10.28991/cej-0309186.

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In this study, the dynamic response of bridges to earthquakes near and far from the fault has been investigated. With respect to available data and showing the effects of key factors and variables, we have examined the bridge’s performance. Modeling a two-span concrete bridge in CSI Bridge software and ability of this bridge under strong ground motion to near and far from fault has been investigated. Nonlinear dynamic analysis of time history includes seven records of past earthquakes on models and it was observed that the amount of displacement in the near faults is much greater than the distances far from faults. Bridges designed by seismic separators provide an acceptable response to a far from fault. This means that in bridges using seismic separators, compared to bridges without seismic separators, Acceleration rate on deck, base shearing and the relative displacement of the deck are decrease. This issue is not seen in the response of the bridges to the near faults. By investigating earthquakes near faults, it was observed that near-fault earthquakes exhibit more displacements than faults that are far from faults. These conditions can make seismic separators critical, so to prevent this conditions FDGM should be used to correct the response of these bridges. Based on these results, it can be said that the displacement near faults with forward directivity ground motion is greater than far from faults. So that by reducing the distance from the faults, the maximum value of the shearing and displacement of the deck will be greater.
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MANNA, KRISHANU, et SANJAY SEN. « Interacting inclined strike-slip faults in a layered medium ». MAUSAM 68, no 3 (2 décembre 2021) : 487–98. http://dx.doi.org/10.54302/mausam.v68i3.701.

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Two inclined, interacting, strike-slip faults, both buried, situated in a viscoelastic layer, resting on and in welded contact with a viscoelastic half space, representing the lithosphere-asthenosphere system, is considered. Solutions are obtained for the displacements, stresses and strains, using a technique involving the use of Green’s functions and integral transforms, for three possible cases - the case when no fault is slipping, the case when one fault is slipping and the other is locked and the case when both the faults are slipping. The effect of sudden movement across one fault on the shear stress near the fault itself and near the other faults has been investigated. Some situations are identified where a sudden movement across one fault results in the release of shear stress near the other fault, reducing the possibility of seismic movements across it. Other situations are also identified where a sudden movement across one fault increases the possibility of seismic fault movements. A detail study may lead to an estimation of the time span between two consecutive seismic events near the mid points of the faults. It is expected that such studies may be useful in understanding the mechanism of earthquake processes and may be identified as an earthquake precursor.
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Aagaard, Brad T., John F. Hall et Thomas H. Heaton. « Characterization of Near-Source Ground Motions with Earthquake Simulations ». Earthquake Spectra 17, no 2 (mai 2001) : 177–207. http://dx.doi.org/10.1193/1.1586171.

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We examine the characteristics of long-period near-source ground motions by conducting a sensitivity study with variations in six earthquake source parameters for both a strike-slip fault ( M 7.0-7.1) and a thrust fault ( M 6.6-7.0). The directivity of the ruptures creates large displacement and velocity pulses in the forward direction. The dynamic displacements close to the fault are comparable to the average slip. The ground motions exhibit the greatest sensitivity to the fault depth with moderate sensitivity to the rupture speed, peak slip rate, and average slip. For strike-slip faults and thrust faults with surface rupture, the maximum ground displacements and velocities occur in the region where the near-source factor from the 1997 Uniform Building Code is the largest. However, for a buried thrust fault the peak ground motions can occur up-dip from this region.
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Rodriguez-Marek, Adrian, et Jian Song. « Displacement-Based Probabilistic Seismic Demand Analyses of Earth Slopes in the Near-Fault Region ». Earthquake Spectra 32, no 2 (mai 2016) : 1141–63. http://dx.doi.org/10.1193/042514eqs061m.

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Near-fault pulses can result in high seismic demands on slopes in the proximity of a fault. A probabilistic methodology to capture the effects of near-fault pulses on seismically-induced slope displacements is proposed. This methodology allows for a separate and more adequate treatment of the sliding displacement of slopes when these are subject to pulse-like near-fault forward directivity motions. Simplified pulse parameters are used to predict displacements for cases where the near-fault pulses may induce resonances in the slope. The method explicitly includes the effects of near-fault pulses both on the ground shaking and nonlinear seismic response of slopes. An example application illustrates the use of the proposed procedure. Results show that the proposed approach increases the predicted earthquake-induced displacements of earth slopes located near the fault. Finally, the proposed procedure generates hazard deaggregation plots that are a useful tool for selecting ground motions for the design of slopes near faults.
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Khan, Shuhab D., Robert R. Stewart, Maisam Otoum et Li Chang. « A geophysical investigation of the active Hockley Fault System near Houston, Texas ». GEOPHYSICS 78, no 4 (1 juillet 2013) : B177—B185. http://dx.doi.org/10.1190/geo2012-0258.1.

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Sedimentation and deformation toward the Gulf of Mexico Basin cause faulting in the coastal regions. In particular, many active (but non-seismic) faults underlie the Houston metropolitan area. Using geophysical data, we have examined the Hockley Fault System in northwest Harris County. Airborne LiDAR is an effective tool to identify fault scarps and we have used it to identify several new faults and assemble an updated map for the faults in Houston and surrounding areas. Two different LiDAR data sets (from 2001 to 2008) provide time-lapse images and suggest elevation changes across the Hockley Fault System at the rate of 10.9 mm/yr. This rate is further supported by GPS data from a station located on the downthrown side of the Hockley Fault System indicating movement at 13.8 mm/yr. To help illuminate the subsurface character of the faults, we undertook geophysical surveys (ground-penetrating radar, seismic reflection, and gravity) across two strands of the Hockley Fault System. Ground-penetrating radar data show discontinuous events to a depth of 10 m at the main fault location. Seismic data, from a vibroseis survey along a 1-km line perpendicular to the fault strike, indicate faulting to at least 300-m depth. The faults have a dip of about 70°. Gravity data show distinct changes across the fault. However, there are two contrasting Bouguer anomalies depending on the location of the transects and their underlying geology. Our geophysical surveys were challenged by urban features (especially traffic and access). However, the survey results consistently locate the fault and hold significant potential to understand its deformational features as well as assist in associated building zoning.
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Ertuncay, Deniz, et Giovanni Costa. « Determination of near-fault impulsive signals with multivariate naïve Bayes method ». Natural Hazards 108, no 2 (29 avril 2021) : 1763–80. http://dx.doi.org/10.1007/s11069-021-04755-0.

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AbstractNear-fault ground motions may contain impulse behavior on velocity records. To calculate the probability of occurrence of the impulsive signals, a large dataset is collected from various national data providers and strong motion databases. The dataset has a large number of parameters which carry information on the earthquake physics, ruptured faults, ground motion parameters, distance between the station and several parts of the ruptured fault. Relation between the parameters and impulsive signals is calculated. It is found that fault type, moment magnitude, distance and azimuth between a site of interest and the surface projection of the ruptured fault are correlated with the impulsiveness of the signals. Separate models are created for strike-slip faults and non-strike-slip faults by using multivariate naïve Bayes classifier method. Naïve Bayes classifier allows us to have the probability of observing impulsive signals. The models have comparable accuracy rates, and they are more consistent on different fault types with respect to previous studies.
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Li, Jing, et Gerard T. Schuster. « Ray-map migration of transmitted surface waves ». Interpretation 4, no 4 (1 novembre 2016) : SQ33—SQ40. http://dx.doi.org/10.1190/int-2016-0014.1.

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Near-surface normal faults can sometimes separate two distinct zones of velocity heterogeneity, where the medium on one side of the fault has a faster velocity than on the other side. Therefore, the slope of surface-wave arrivals in a common-shot gather should abruptly change near the surface projection of the fault. We present ray-map imaging method that migrates transmitted surface waves to the fault plane, and therefore it roughly estimates the orientation, depth, and location of the near-surface fault. The main benefits of this method are that it is computationally inexpensive and robust in the presence of noise.
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Bray, Jonathan D., Adrian Rodriguez-Marek et Joanne L. Gillie. « Design ground motions near active faults ». Bulletin of the New Zealand Society for Earthquake Engineering 42, no 1 (31 mars 2009) : 1–8. http://dx.doi.org/10.5459/bnzsee.42.1.1-8.

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Forward-Directivity (FD) in the near-fault region can produce intense, pulse-type motions that differ significantly from ordinary ground motions that occur further from the ruptured fault. Near-fault FD motions typically govern the design of structures built close to active faults so the selection of design ground motions is critical for achieving effective performance without costly over-design. Updated empirical relationships are provided for estimating the peak ground velocity (PGV) and period of the velocity pulse (Tv) of near-fault FD motions. PGV varies significantly with magnitude, distance, and site effects. Tv is a function of magnitude and site conditions with most of the energy being concentrated within a narrow-period band centred on the pulse period. Lower magnitude events, which produce lower pulse periods, might produce more damaging ground motions for the stiff structures more common in urban areas. As the number of near-fault recordings is still limited, fully nonlinear bi-directional shaking simulations are employed to gain additional insight. It is shown that site effects generally cause Tv to increase. Although the amplification of PGV at soil sites depends on site properties, amplification is generally observed even for very intense rock motions. At soft soil sites, seismic site response can be limited by the yield strength of the soil, but then seismic instability may be a concern.
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Sonwani, Jeet Kumar, Gaofeng Jia, Hussam N. Mahmoud et Zhenqiang Wang. « Seismic Collapse Risk Assessment of Braced Frames under Near-Fault Earthquakes ». Metals 11, no 8 (11 août 2021) : 1271. http://dx.doi.org/10.3390/met11081271.

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Special concentrically braced frames (SCBFs) located in regions close to earthquake faults may be subjected to near-fault ground motions, often characterized by pulses with long periods. These near-fault pulses could impose additional seismic demands on structures and increase the risk for structural collapse. Currently, there is limited research on the seismic collapse risk of SCBFs under near-fault earthquakes. This paper uses a general simulation-based framework to assess the seismic collapse risk of SCBFs under near-fault earthquakes. To quantify the large variability and uncertainty associated with the seismic hazard, a stochastic ground motion (SGM) model is used where the near-fault pulse characteristics are explicitly incorporated. The uncertainties in the SGM model parameters (including the near-fault pulse characteristics) are addressed through appropriate selection of probability distribution functions. To accurately predict the occurrence of collapse, numerical models capable of capturing the nonlinear and collapse behavior are established and used. Efficient stochastic simulation approaches are proposed to estimate the seismic collapse risk with or without considering the near-fault pulse. As an illustration, the seismic collapse risks of two SCBFs are investigated and compared. Probabilistic sensitivity analysis is also carried out to investigate the importance of uncertain model parameters within the SGM towards the seismic collapse risk.
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Mishra, Swati, Mukesh Sharma et Santhakumar Mohan. « Behavioural Fault tolerant control of an Omni directional Mobile Robot with Four mecanum Wheels ». Defence Science Journal 69, no 4 (15 juillet 2019) : 353–60. http://dx.doi.org/10.14429/dsj.69.13607.

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This paper analyses the four-mecanum wheeled drive mobile robot wheels configurations that will give near desired performance with one fault and two faults for both set-point control and trajectory-tracking (circular profile) using kinematic motion control scheme within the tolerance limit. For one fault the system remains in its full actuation capabilities and gives the desired performance with the same control scheme. In case of two-fault wheels all combinations of faulty wheels have been considered using the same control scheme. Some configurations give desired performance within the tolerance limit defined while some does not even use pseudo inverse since using the system becomes under-actuated and their wheel alignment and configurations greatly influenced the performance.
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Thèses sur le sujet "Near fault"

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Phan, Vu T. « Near fault (near field) ground motion effects on reinforced concrete bridge columns / ». abstract and full text PDF (free order & ; download UNR users only), 2005. http://0-wwwlib.umi.com.innopac.library.unr.edu/dissertations/fullcit/1433102.

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Thesis (M.S.)--University of Nevada, Reno, 2005.
"August, 2005." Includes bibliographical references (leaves 76-78). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2005]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web.
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Alqarni, Ali. « Influence of Concrete Floors on Buildings Near Fault Regions ». University of Dayton / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1608378695834876.

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Sehhati, Reza. « Probabilistic seismic demand analysis for the near-fault zone ». Pullman, Wash. : Washington State University, 2008. http://www.dissertations.wsu.edu/Dissertations/Fall2008/r_sehhati_120108.pdf.

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Thesis (Ph. D.)--Washington State University, December 2008.
Title from PDF title page (viewed on Oct. 22, 2009). "Department of Civil & Environmental Engineering." Includes bibliographical references (p. 166-171).
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Skamvetsaki, Angela. « Deformation band development near meso-scale faults in porous sandstones : implications for fault seal prediction ». Thesis, Royal Holloway, University of London, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.289595.

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Seismic-scale faults are generally associated with clusters of subresolution faults, and the issue of how to predict the latter's numbers and distribution has been the subject of much recent debate due to its bearing on accurate fault seal evalution. One important class of subseismic-scale faults are deformation bands, which are tabular shear zones commonly formed in reservoir-quality aeolian and fluvial sandstone successions. Relevant outcrop and oil field case studies suggest such structures can reduce host rock permeability by up to four orders of magnitude, yet there is little published infonnation on the controls on their localisation and their relationship to larger-scale fault growth processes. This study addresses this knowledge gap and reports results of integrated structural, statistical, probe permeability and hydromechanical test investigations on fault-controlled deformation band arrays from two areas, Cullercoats Bay in NE England and the Clair Field, offshore NW UK continental shelf. Key aims are to examine the mesoand microscopic architecture of these band networks, establish their general evolution and elucidate their relationship to large fault development. Ancillary concerns include the expansion of the still limited database of deformation band spatial attributes, and assessment of the main areas of sensitivity in the analytical and statistical techniques used to describe these and other similar fault systems. Deformation bands at Cullercoats occur within the aeolian Yellow Sands of Permian age in the hanging wall of the Ninety Fathom fault, a major normal fault episodically active from the Carboniferous until at least Permian times. Structural analysis suggests that this band population was initiated as a result of dextral or oblique-dextral slip on the underlying Carboniferous Ninety Fathom fault, and was then progressively modified during the propagation of this fault into the overlying sediment cover and attendant development of fault-related folding and second-order faulting. In Clair, deformation bands are associated with arrays of calcite-filled veins and are inferred to have formed in response to fault-triggered fluid redistribution processes within the variably lithified aeolian-fluvial sandstones of the Clair Group. Statistical and mechanical evidence from both areas indicates that deformation band growth preceded major fault formation there, a finding that is consistent with the predictions of post-yield fracture mechanics models for process zone development at fault tips. A further common result from the two localities is that deformation band development and permeability character appears to be primarily controlled by the porosity and loading history of the faulted sandstones; therefore, assessment of the time of faulting should be a first step for determining whether a given subsurface fault is likely to be associated with deformation bands. Specific conclusions are: (1) The damage zones of band-related faults in porous sandstones scale linearly with fault displacement. (2) Deformation band densities decay quasi-exponentially with increasing distance from the faults within whose damage zones they occur. (3) Deformation band spacing distributions depart from strict self-similarity owing to the confinement of the bands within discrete mechanical horizons, yet their overall statistical character attests to multifractal scaling and Levytype stable behaviour. (4) Because of the observed deviations of deformation band statistics from simple power-law scaling laws, extrapolation of seismic-scale fault populations down to the deformation band level may give incorrect estimates of band numbers and/or size attributes. (5) Deformation bands display a broad range of microstructures and permeability signatures depending on host rock lithology, degree of compaction, previous stress history and local deformation details. (6) Despite their low-very low static permeabilities, deformation bands may act as fluid pathways during their development or reactivation in a subsequent tectonic event. (7) Application of standard statistical and probe permeability approaches to deformation band characterisation should be approached with caution due to problems inherent in the nature of deformation band systems itself. (8) Based on microstructural evidence and diagenetic and mechanical considerations deformation in the two study areas may have taken place at - 1.5-2 km, under maximum effective confining pressures of around 30 MPa.
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Wu, Shuanglan. « Near-fault Ground Motions for Seismic Design of Bridge Structures ». Kyoto University, 2018. http://hdl.handle.net/2433/232017.

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Choi, Hoon. « Effects of near-fault ground motion and fault-rupture on the seismic response of reinforced concrete bridges ». abstract and full text PDF (free order & ; download UNR users only), 2007. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3289465.

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Bonvalot, Eliot. « Dynamic response of bridges to near-fault, forward directivity ground motions ». Online access for everyone, 2006. http://www.dissertations.wsu.edu/Thesis/Summer2006/e%5Fbonvalot%5F072606.pdf.

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Bengtsson, Daniel, et Wicktor Löw. « NON-CONTACT PCB FAULT DETECTION USING NEAR FIELD MEASUREMENTS AND THERMAL SIGNATURES ». Thesis, Mälardalens högskola, Akademin för innovation, design och teknik, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-49078.

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Prentice, Carol S. Sieh Kerry E. « Earthquake geology of the northern San Andreas fault near Point Arena, California / ». Diss., Pasadena, Calif. : California Institute of Technology, 1989. http://resolver.caltech.edu/CaltechETD:etd-01192007-104328.

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Ripperger, Johannes. « Numerical explorations on stress heterogeneity : dynamic earthquake rupture and near-fault ground motion / ». Zürich : ETH, 2007. http://e-collection.ethbib.ethz.ch/show?type=diss&nr=17048.

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Livres sur le sujet "Near fault"

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Stewart, M. Bulk and shear moduli of near-surface geologic units near the San Andreas fault at Parkfield, California. [Menlo Park, CA] : U.S. Geological Survey, 1993.

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Ratcliffe, Nicholas M. Preliminary results of coring of the Furlong Fault near Lake Aquetong, New Hope, Pennsylvania. [Denver, Colo.?] : Dept. of the Interior, U.S. Geological Survey, 1986.

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Ratcliffe, Nicholas M. Preliminary results of coring of the Furlong Fault near Lake Aquetong, New Hope, Pennsylvania. [Denver, Colo.?] : Dept. of the Interior, U.S. Geological Survey, 1986.

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Ratcliffe, Nicholas M. Preliminary results of coring of the Furlong Fault near Lake Aquetong, New Hope, Pennsylvania. [Denver, Colo.?] : Dept. of the Interior, U.S. Geological Survey, 1986.

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Geological Survey (U.S.), dir. Field trip guide to selected features along the San Andreas fault near Parkfield, central California. Denver, Colo : Dept. of the Interior, U.S. Geological Survey, 1988.

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Jones, Alan C. Near-surface strainmeters at sites along the San Andreas Fault, California : Installation, operation and maintenance. [Menlo Park, CA] : U.S. Dept. of the Interior, Geological Survey, 1995.

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A, Luzietti Eugene, dir. Shallow deformation along the Crittenden County fault zone near the southeastern margin of the Reelfoot rift, northeastern Arkansas. Washington : U.S. G.P.O., 1995.

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Stearns, Richard Gordon. Post-Eocene fault near east edge of Reelfoot rift in Lauderdale County, Tennessee : As discovered by gravity, earth resistivity surveys, and drilling. Washington, DC : U.S. Nuclear Regulatory Commission, 1986.

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Hickman, S. H. In-situ stress measurements at Hi Vista, California : Continuation of a deep borehole profile near the San Andreas Fault. [Reston, Va.?] : Dept. of the Interior, U.S. Geological Survey, 1987.

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D, Zoback Mark, Healy J. H. 1929- et Geological Survey (U.S.), dir. In-situ stress measurements at Hi Vista, California : Continuation of a deep borehole profile near the San Andreas Fault. [Reston, Va.?] : Dept. of the Interior, U.S. Geological Survey, 1987.

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Chapitres de livres sur le sujet "Near fault"

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Sasan, Avesta, Fadi J. Kurdahi et Ahmed M. Eltawil. « Resizable Data Composer (RDC) Cache : A Near-Threshold Cache Tolerating Process Variation via Architectural Fault Tolerance ». Dans Near Threshold Computing, 57–73. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-23389-5_4.

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Mavroeidis, George P. « Seismic Actions Due to Near-Fault Ground Motion ». Dans Encyclopedia of Earthquake Engineering, 1–23. Berlin, Heidelberg : Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36197-5_121-1.

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Mavroeidis, George P. « Seismic Actions Due to Near-Fault Ground Motion ». Dans Encyclopedia of Earthquake Engineering, 2519–40. Berlin, Heidelberg : Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_121.

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Sasan, Avesta, Fadi J. Kurdahi et Ahmed M. Eltawil. « Erratum to : Chapter 4 Resizable Data Composer (RDC) Cache : A Near-Threshold Cache Tolerating Process Variation via Architectural Fault Tolerance ». Dans Near Threshold Computing, E1. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-23389-5_6.

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Shrivastava, Hemant, G. V. Ramana et A. K. Nagpal. « Simulation of Near Fault Ground Motion in Delhi Region ». Dans Advances in Structural Engineering, 779–88. New Delhi : Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_61.

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Erdik, Mustafa, Bahadır Şadan, Cüneyt Tüzün, Mine B. Demircioglu-Tumsa, Ömer Ülker et Ebru Harmandar. « Near-Fault Earthquake Ground Motion and Seismic Isolation Design ». Dans Lecture Notes in Civil Engineering, 117–52. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21187-4_9.

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Tullis, Terry E. « Stress Measurements Via Shallow Overcoring Near the San Andreas Fault ». Dans Mechanical Behavior of Crustal Rocks, 199–213. Washington, D. C. : American Geophysical Union, 2013. http://dx.doi.org/10.1029/gm024p0199.

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Akkar, Sinan, et Saed Moghimi. « Implementation of Near-Fault Forward Directivity Effects in Seismic Design Codes ». Dans Recent Advances in Earthquake Engineering in Europe, 183–201. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75741-4_7.

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Bhaumik, Subhayan, et Prithwish Kumar Das. « Response of R/C Asymmetric Community Structures Under Near-Fault Motion ». Dans Advances in Structural Engineering, 955–62. New Delhi : Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_75.

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Kumar, Prabhat, Ashwani Kumar et A. D. Pandey. « Response of Hill-Slope Buildings Subjected to Near-Fault Ground Motion ». Dans Lecture Notes in Civil Engineering, 431–46. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7397-9_31.

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Actes de conférences sur le sujet "Near fault"

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Qiu, Yuan, Haiying Ma, Ye Xia, Minghui Lai, José Turmo et J. A. Lozano-Galant. « Finite Fault Source Model for Ground Motion near Fault Zone ». Dans IABSE Congress, Nanjing 2022 : Bridges and Structures : Connection, Integration and Harmonisation. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0854.

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<p>Ground motion is categorized into near fault zone and across fault zone where impulsive component is included. The impulsive component usually causes larger damage than that by far-fault ground motion. To build a Benchmark model platform for cable-stayed bridges across-fault region for comparative analysis, the paper proposes a way combining the finite fault source model. In the paper, the finite fault source model was conducted based on the site Qiongshan earthquake. After the geological structural parameters were determined, forward modeling of near site earthquake was carried out, and the observation points were obtained using numerical simulation. Then, the analysis results were compared with the pulse characteristic parameters of similar grade of recording ground motion. Additionally, the ground motion near-fault region was analyzed to validate the finite fault source model.</p>
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Kim, Y. J., H. C. Shin, K. Y. Kim et S. Y. Lee. « Near-Surface Geophysical Surveys near the Wangsan Fault, Korea ». Dans 66th EAGE Conference & Exhibition. European Association of Geoscientists & Engineers, 2004. http://dx.doi.org/10.3997/2214-4609-pdb.3.p116.

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Nibisha, V. A., K. Mallesh, B. Ramamma et V. Chakravarthi. « Model Field Computations of Vertical Magnetic Anomalies due to 2D Fault Sources Bounded by non-planar fault planes ». Dans 1st Indian Near Surface Geophysics Conference & Exhibition. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201979060.

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Lisitsa, V., V. Tcheverda, D. Kolyukhin et V. Volianskaia. « Simulation of Near-fault Damage Zones ». Dans Petroleum Geostatistics 2019. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201902220.

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O. Erteleva, Dr Olga, et Prof Feliks F. Aptikaev. « Peak Ground Velocity Attenuation near the Fault ». Dans Annual International Conference on Geological & Earth Sciences. Global Science & Technology Forum (GSTF), 2014. http://dx.doi.org/10.5176/2251-3353_geos14.17.

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MacRae, Gregory, Daniel Morrow et Charles Roeder. « Near-Fault Shaking Demands on Short Structures ». Dans Structures Congress 2000. Reston, VA : American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)111.

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Imran, Iswandi, Budi Santoso, Ary Pramudito et Muhammad Kadri Zamad. « Simulation of Palu IV Bridge Collapse using Near-Fault Ground Motions ». Dans IABSE Congress, New York, New York 2019 : The Evolving Metropolis. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1314.

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<p>The earthquake near Palu, Sulawesi (Indonesia) on September 28, 2018 with a magnitude of M7.4 was caused by a shallow strike-slip of Palu-Koro fault. The earthquake and the subsequent tsunami have caused the collapse of the Ponulele Bridge (Palu IV Bridge). The steel box bowstring arch bridge was located near-fault regions (within 1,5 km from fault line) that have not been identified during the design process. This bridge may have been damaged by the presence of fling-step pulses in the near-fault pulse-type ground motions that increases the damaging potential of such ground motions. This paper presents the failure simulation of the bridge subjected to the near fault pulse type time history with spatial variation ground motions applied on multiple bridge supports. From the simulation, it is concluded that the near fault effects and the spatial variation of the ground motion have increased significantly the seismic demand on the bridge. This increase causes the failure in the anchorage of the bridge bearing system.</p>
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Sporry, R. J., K. Damtew Tessema et M. van der Meijde. « The Potential of Time-Domain EM Sounding to Resolve the Presence of Faults or Fault Zones ». Dans Near Surface 2005 - 11th European Meeting of Environmental and Engineering Geophysics. European Association of Geoscientists & Engineers, 2005. http://dx.doi.org/10.3997/2214-4609-pdb.13.p048.

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Carpentier, S. F. A., A. G. Green, H. Horstmeyer, A. E. Kaiser, F. Hurter, R. M. Langridge et M. Finnemore. « Reflection Seismic Surveying Across the Alpine Fault Immediately North of the Intersection with the Hope Fault ». Dans Near Surface 2010 - 16th EAGE European Meeting of Environmental and Engineering Geophysics. European Association of Geoscientists & Engineers, 2010. http://dx.doi.org/10.3997/2214-4609.20144825.

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Sucuoğlu, Haluk, et Firat Soner Alici. « ELASTIC AND INELASTIC NEAR FAULT INPUT ENERGY SPECTRA ». Dans 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7070.18377.

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Rapports d'organisations sur le sujet "Near fault"

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Risk, G. F., et H. M. Bibby. Resistivity Lows Near Paeroa Fault (TVZ, NZ) Caused by Topographic Effects. Office of Scientific and Technical Information (OSTI), janvier 1995. http://dx.doi.org/10.2172/895935.

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Donald Sweetkind et Ronald M. Drake II. Characteristics of Fault Zones in Volcanic Rocks Near Yucca Flat, Nevada Test Site, Nevada. Office of Scientific and Technical Information (OSTI), novembre 2007. http://dx.doi.org/10.2172/920108.

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Gillis, R. J., D. L. LePain, K. D. Ridgway et E. S. Finzel. A reconnaissance view of an unnamed fault near Capps Glacier, northwestern Cook Inlet basin, and its potential as a regional-scale, basin-controlling structure. Alaska Division of Geological & Geophysical Surveys, mai 2009. http://dx.doi.org/10.14509/19503.

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Douglas, K., J. V. Barrie, T. Dill, T. Fralic et N. Koshure. 2021004PGC cruise report : mapping Salish Sea marine geohazards, British Columbia. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/329621.

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The Geological Survey of Canada (GSC) undertook marine fieldwork onboard the Canadian Coast Guard Ship (CCGS) Vector to locate and map potential geohazards and geological features in the Salish Sea in the interest of public safety from August 11-18, 2021. This work was conducted under the Natural Resources Canada Marine Geoscience for Marine Spatial Planning (MGMSP) and the Public Safety Geoscience Programs. The GSC had observed multiple potential faults in existing data near Central Haro Strait, Stuart Channel, South of Hornby Island and near Cape Lazo through existing CHIRP and multibeam bathymetry data but required further data to quantify their activity and potential seismic risk (Barrie et al, 2021). In addition to fault activity, the GSC had detected numerous large underwater landslide deposits in Howe Sound and Saanich Inlet. The GSC required further data to constrain volumes and timing of slide activity. In English Bay the origin and evolution of a field of pockmarks was poorly understood. In Burrard Inlet, the survey required a better understanding of frequency of landslides as well as depth of sediment in order to understand natural sediment depositional rates. The research expedition included deep-tow system (DTS) sub-bottom surveys and multibeam water column and bathymetric surveys in each of these areas to better understand these marine geohazards and processes. Hydrographic surveys were completed by the Canadian Hydrographic Service (CHS) at night in Pylades Channel and near Point Grey to maximize use of ship time. Weather was good, seas were calm, and good quality data were collected. The data collected will be made publicly available and have the potential to contribute to building codes and to help communities in their decision-making and understanding of risks.
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Castillo, D. A. ,., et L. W. Younker. A High shear stress segment along the San Andreas Fault : Inferences based on near-field stress direction and stress magnitude observations in the Carrizo Plain Area. Office of Scientific and Technical Information (OSTI), janvier 1997. http://dx.doi.org/10.2172/490160.

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Haase, C. S., E. C. Walls et C. D. Farmer. Stratigraphic and structural data for the Conasauga Group and the Rome Formation on the Copper Creek fault block near Oak Ridge, Tennessee : preliminary results from test borehole ORNL-JOY No. 2. Office of Scientific and Technical Information (OSTI), juin 1985. http://dx.doi.org/10.2172/5630749.

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Koehler, R. D., Rebecca-Ellen Farrell et G. A. Carver. Paleoseismic study of the Cathedral Rapids fault : Active imbricate thrust faulting along the northern Alaska Range near Tok, Alaska (poster) : Eos Trans. AGU, Fall Meet. Suppl., Abstract T33A-2217, San Francisco, California, December 17, 2010. Alaska Division of Geological & Geophysical Surveys, décembre 2010. http://dx.doi.org/10.14509/22061.

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Vaniman, D. T., D. L. Bish et S. Chipera. A preliminary comparison of mineral deposits in faults near Yucca Mountain, Nevada, with possible analogs. Office of Scientific and Technical Information (OSTI), mai 1988. http://dx.doi.org/10.2172/60458.

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Carver, G. A., S. P. Bemis, D. N. Solie et K. E. Obermiller. Active and potentially active faults in or near the Alaska Highway corridor, Delta Junction to Dot Lake, Alaska. Alaska Division of Geological & Geophysical Surveys, décembre 2008. http://dx.doi.org/10.14509/17901.

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Carver, G. A., S. P. Bemis, D. N. Solie, S. R. Castonguay et K. E. Obermiller. Active and potentially active faults in or near the Alaska Highway corridor, Dot Lake to Tetlin Junction, Alaska. Alaska Division of Geological & Geophysical Surveys, septembre 2010. http://dx.doi.org/10.14509/21121.

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