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  • 1
    In: Science, American Association for the Advancement of Science (AAAS), Vol. 298, No. 5601 ( 2002-12-13), p. 2157-2167
    Abstract: The first chordates appear in the fossil record at the time of the Cambrian explosion, nearly 550 million years ago. The modern ascidian tadpole represents a plausible approximation to these ancestral chordates. To illuminate the origins of chordate and vertebrates, we generated a draft of the protein-coding portion of the genome of the most studied ascidian, Ciona intestinalis . The Ciona genome contains ∼16,000 protein-coding genes, similar to the number in other invertebrates, but only half that found in vertebrates. Vertebrate gene families are typically found in simplified form in Ciona , suggesting that ascidians contain the basic ancestral complement of genes involved in cell signaling and development. The ascidian genome has also acquired a number of lineage-specific innovations, including a group of genes engaged in cellulose metabolism that are related to those in bacteria and fungi.
    Type of Medium: Online Resource
    ISSN: 0036-8075 , 1095-9203
    RVK:
    RVK:
    Language: English
    Publisher: American Association for the Advancement of Science (AAAS)
    Publication Date: 2002
    detail.hit.zdb_id: 128410-1
    detail.hit.zdb_id: 2066996-3
    detail.hit.zdb_id: 2060783-0
    SSG: 11
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  • 2
    In: Earthquake Spectra, SAGE Publications, Vol. 31, No. 3 ( 2015-08), p. 1879-1884
    Type of Medium: Online Resource
    ISSN: 8755-2930 , 1944-8201
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2015
    detail.hit.zdb_id: 2183411-8
    SSG: 16,13
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  • 3
    In: Earthquake Spectra, SAGE Publications, Vol. 30, No. 3 ( 2014-08), p. 1179-1197
    Abstract: A presentation of the model parameters and comparison of the median ground-motion values from the NGA-West2 GMPEs is presented for a suite of deterministic cases. In general, the median ground motions are similar, within a factor of about 1.5–2.0 for 5 〈 M 〈 7 and distances between 10–100 km. Differences increase (on the order of 2–3) for large-magnitude (M 〉 8) earthquakes at large distances ( R 〉 100–200 km) and for close distances ( R 〈 10 km). A similar increase is observed for hanging-wall sites, and slightly larger differences are observed for soil sites as opposed to rock sites. Regionalization of four of the GMPEs yields similar attenuation rate adjustments based on the different regional data sets. All five GMPE aleatory variability models are a function of magnitude with higher overall standard deviations values for the smaller magnitudes when compared to the large-magnitude events.
    Type of Medium: Online Resource
    ISSN: 8755-2930 , 1944-8201
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2014
    detail.hit.zdb_id: 2183411-8
    SSG: 16,13
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  • 4
    In: Earthquake Spectra, SAGE Publications, Vol. 27, No. 3 ( 2011-08), p. 927-937
    Abstract: The 2009 NEHRP Provisions modified the definition of horizontal ground motion from the geometric mean of spectral accelerations for two components to the peak response of a single lumped mass oscillator regardless of direction. These maximum-direction (MD) ground motions operate under the assumption that the dynamic properties of the structure (e.g., stiffness, strength) are identical in all directions. This assumption may be true for some in-plan symmetric structures, however, the response of most structures is dominated by modes of vibration along specific axes (e.g., longitudinal and transverse axes in a building), and often the dynamic properties (especially stiffness) along those axes are distinct. In order to achieve structural designs consistent with the collapse risk level given in the NEHRP documents, we argue that design spectra should be compatible with expected levels of ground motion along those principal response axes. The use of MD ground motions effectively assumes that the azimuth of maximum ground motion coincides with the directions of principal structural response. Because this is unlikely, design ground motions have lower probability of occurrence than intended, with significant societal costs. We recommend adjustments to make design ground motions compatible with target risk levels.
    Type of Medium: Online Resource
    ISSN: 8755-2930 , 1944-8201
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2011
    detail.hit.zdb_id: 2183411-8
    SSG: 16,13
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  • 5
    In: Earthquake Spectra, SAGE Publications, Vol. 30, No. 3 ( 2014-08), p. 973-987
    Abstract: The NGA-West2 project is a large multidisciplinary, multi-year research program on the Next Generation Attenuation (NGA) models for shallow crustal earthquakes in active tectonic regions. The research project has been coordinated by the Pacific Earthquake Engineering Research Center (PEER), with extensive technical interactions among many individuals and organizations. NGA-West2 addresses several key issues in ground-motion seismic hazard, including updating the NGA database for a magnitude range of 3.0–7.9; updating NGA ground-motion prediction equations (GMPEs) for the “average” horizontal component; scaling response spectra for damping values other than 5%; quantifying the effects of directivity and directionality for horizontal ground motion; resolving discrepancies between the NGA and the National Earthquake Hazards Reduction Program (NEHRP) site amplification factors; analysis of epistemic uncertainty for NGA GMPEs; and developing GMPEs for vertical ground motion. This paper presents an overview of the NGA-West2 research program and its subprojects.
    Type of Medium: Online Resource
    ISSN: 8755-2930 , 1944-8201
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2014
    detail.hit.zdb_id: 2183411-8
    SSG: 16,13
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  • 6
    In: Earthquake Spectra, SAGE Publications, Vol. 37, No. 1_suppl ( 2021-07), p. 1420-1439
    Abstract: Traditional ground-motion models (GMMs) are used to compute pseudo-spectral acceleration (PSA) from future earthquakes and are generally developed by regression of PSA using a physics-based functional form. PSA is a relatively simple metric that correlates well with the response of several engineering systems and is a metric commonly used in engineering evaluations; however, characteristics of the PSA calculation make application of scaling factors dependent on the frequency content of the input motion, complicating the development and adaptability of GMMs. By comparison, Fourier amplitude spectrum (FAS) represents ground-motion amplitudes that are completely independent from the amplitudes at other frequencies, making them an attractive alternative for GMM development. Random vibration theory (RVT) predicts the peak response of motion in the time domain based on the FAS and a duration, and thus can be used to relate FAS to PSA. Using RVT to compute the expected peak response in the time domain for given FAS therefore presents a significant advantage that is gaining traction in the GMM field. This article provides recommended RVT procedures relevant to GMM development, which were developed for the Next Generation Attenuation (NGA)-East project. In addition, an orientation-independent FAS metric—called the effective amplitude spectrum (EAS)—is developed for use in conjunction with RVT to preserve the mean power of the corresponding two horizontal components considered in traditional PSA-based modeling (i.e., RotD50). The EAS uses a standardized smoothing approach to provide a practical representation of the FAS for ground-motion modeling, while minimizing the impact on the four RVT properties ( zeroth moment, [Formula: see text]; bandwidth parameter, [Formula: see text] ; frequency of zero crossings, [Formula: see text]; and frequency of extrema, [Formula: see text] ). Although the recommendations were originally developed for NGA-East, they and the methodology they are based on can be adapted to become portable to other GMM and engineering problems requiring the computation of PSA from FAS.
    Type of Medium: Online Resource
    ISSN: 8755-2930 , 1944-8201
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2021
    detail.hit.zdb_id: 2183411-8
    SSG: 16,13
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  • 7
    Online Resource
    Online Resource
    SAGE Publications ; 2020
    In:  Earthquake Spectra Vol. 36, No. 1 ( 2020-02), p. 42-68
    In: Earthquake Spectra, SAGE Publications, Vol. 36, No. 1 ( 2020-02), p. 42-68
    Abstract: The United States Geological Survey national seismic hazard maps have historically been produced for a reference site condition of V S 30  = 760 m/s. For other site conditions, site factors are used, which heretofore have been developed using ground motion data and simulations for shallow earthquakes in active tectonic regions. Research results from the Next Generation Attenuation–East (NGA-East) project, as well as previous and contemporaneous related research, demonstrate different levels of site amplification in central and eastern North America (CENA) as compared to active regions. We provide recommendations for modeling of ergodic site amplification in CENA based primarily on research results from the literature. The recommended model has three additive terms in natural logarithmic units. Two describe linear site amplification: an empirically constrained V S 30 -scaling term relative to a 760 m/s reference and a simulation-based term to adjust site amplification from the 760 m/s reference to the CENA reference of V S  = 3000 m/s. The third term is a nonlinear model that is described in a companion document. All median model components are accompanied by epistemic uncertainty models.
    Type of Medium: Online Resource
    ISSN: 8755-2930 , 1944-8201
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2020
    detail.hit.zdb_id: 2183411-8
    SSG: 16,13
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  • 8
    Online Resource
    Online Resource
    Seismological Society of America (SSA) ; 1995
    In:  Bulletin of the Seismological Society of America Vol. 85, No. 1 ( 1995-02-01), p. 17-30
    In: Bulletin of the Seismological Society of America, Seismological Society of America (SSA), Vol. 85, No. 1 ( 1995-02-01), p. 17-30
    Abstract: Predictive relations are developed for ground motions from eastern North American earthquakes of 4.0 ≦ M ≦ 7.25 at distances of 10 ≦ R ≦ 500 km. The predicted parameters are response spectra at frequencies of 0.5 to 20 Hz, and peak ground acceleration and velocity. The predictions are derived from an empirically based stochastic ground-motion model. The relations differ from previous work in the improved empirical definition of input parameters and empirical validation of results. The relations are in demonstrable agreement with ground motions from earthquakes of M 4 to 5. There are insufficient data to adequately judge the relations at larger magnitudes, although they are consistent with data from the Saguenay (M 5.8) and Nahanni (M 6.8) earthquakes. The underlying model parameters are constrained by empirical data for events as large as M 6.8.
    Type of Medium: Online Resource
    ISSN: 1943-3573 , 0037-1106
    Language: English
    Publisher: Seismological Society of America (SSA)
    Publication Date: 1995
    detail.hit.zdb_id: 2065447-9
    SSG: 16,13
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  • 9
    Online Resource
    Online Resource
    Seismological Society of America (SSA) ; 1997
    In:  Bulletin of the Seismological Society of America Vol. 87, No. 3 ( 1997-06-01), p. 606-619
    In: Bulletin of the Seismological Society of America, Seismological Society of America (SSA), Vol. 87, No. 3 ( 1997-06-01), p. 606-619
    Abstract: Measurements of the Fourier amplitude spectra of Lg phases recorded at high frequency (0.5 to 14.0 Hz) by broadband seismic stations are used to determine regional attenuation relationships for southern California, the Basin and Range Province, the central United States, and the northeastern United States and southeastern Canada. Fourier spectral amplitudes were measured every quarter octave from Lg phases windowed between 3.0 and 3.7 km sec−1 and recorded in the distance range of 150 to 1000 km. Attenuation at each frequency is determined by assuming a geometrical spreading exponent of 0.5 and inverting for Q and source and receiver terms. Both southern California and the Basin and Range Province are well described by low Lg Q and frequency-dependent attenuation. Lg spectral amplitudes in southern California are fit at low frequencies (0.625 to 0.875 Hz) by a constant Lg Q of 224 and by a frequency-dependent Lg Q function Q = 187−7+7f0.55(±0.03) in the frequency band 1.0 to 7.0 Hz. The Basin and Range Province is characterized by a constant Lg Q of 192 for frequencies of 0.5 to 0.875 Hz and by the frequency-dependent Lg Q function Q = 235−11+11f0.56(±0.04) in the frequency band 1.0 to 5.0 Hz. A change in frequency dependence above 5.0 Hz is possible due to contamination of the Lg window by Pn and Sn phases. Lg spectral amplitudes in the central United States are fit by a mean frequency-independent Lg Q of 1291 for frequencies of 1.5 to 7.0 Hz, while a frequency-dependent Lg Q of Q = 1052−83+91(f/1.5)0.22(±0.06) fits the Lg spectral amplitudes for the northeastern United States and southeastern Canada over the passband 1.5 to 14.0 Hz. Attenuation measurements for these areas were restricted to frequencies & gt;1.5 Hz due to larger microseismic noise levels at the lower frequencies.
    Type of Medium: Online Resource
    ISSN: 1943-3573 , 0037-1106
    Language: English
    Publisher: Seismological Society of America (SSA)
    Publication Date: 1997
    detail.hit.zdb_id: 2065447-9
    SSG: 16,13
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  • 10
    Online Resource
    Online Resource
    Seismological Society of America (SSA) ; 1989
    In:  Bulletin of the Seismological Society of America Vol. 79, No. 6 ( 1989-12-01), p. 1736-1761
    In: Bulletin of the Seismological Society of America, Seismological Society of America (SSA), Vol. 79, No. 6 ( 1989-12-01), p. 1736-1761
    Abstract: The sequence of earthquakes that began in October 1985 near the Nahanni River, Northwest Territories, Canada, provides an exceptional opportunity to study the variation with magnitude of the source spectra from intraplate earthquakes. We study the spectral scaling for the seven largest events, using P waves recorded at stations of the Western Canada Telemetred Network (WCTN), the Eastern Canada Telemetred Network (ECTN), and the Global Digital Seismograph Network (GDSN). These earthquakes range in size from M = 4.8 to M = 6.8. We compare predictions from various source-scaling models with observed spectral ratios and source acceleration spectra for the suite of events. The spectral ratios show a strong azimuthal dependence, which is probably due to differences in the focal mechanisms or rupture characteristics of the events. Taking the average of the ratios from individual GDSN stations as the best representation of the spectral ratios, an ω-squared model with a constant stress parameter or one that increases slightly with moment magnitude gives a simultaneous fit to both the spectral ratios and to the absolute spectra. The high-frequency spectral levels, by themselves, imply a somewhat stronger dependence of the stress parameter on moment than found from fitting the overall spectra. The stress parameters for the scaling laws are less than 35 bars for earthquakes as large as M = 7. Recently proposed scaling laws in which the corner frequency is proportional to the inverse quarter root of seismic moment for an ω-squared model are not consistent with the data and neither are ω-cubed models. The spectral scaling for the sequence of Nahanni earthquakes may not be representative of intraplate magnitude scaling in general, since there is some evidence that aftershocks do not exhibit the same scaling as main shocks. The high-frequency spectral levels of the aftershocks of both the Nahanni and the 9 January 1989 Miramichi, New Brunswick, earthquakes imply stress parameters that increase with magnitude. By contrast, the spectral levels for a series of main shocks in eastern North America show less magnitude dependence of the stress, and generally higher stress levels when compared to aftershocks of the same magnitude.
    Type of Medium: Online Resource
    ISSN: 1943-3573 , 0037-1106
    Language: English
    Publisher: Seismological Society of America (SSA)
    Publication Date: 1989
    detail.hit.zdb_id: 2065447-9
    SSG: 16,13
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