Comparison Of If Estimation Methods For Noise Robustness

Non-stationary signal modeling is a well addressed problem in the literature. Many methods have been proposed to model non-stationary signals such as time varying linear prediction and AM-FM modeling, the later being more popular. Estimation techniques to determine the AM-FM components of narrow-band signal, such as Hilbert transform, DESA1, DESA2, auditory processing approach, ZC approach, etc., are prevalent but their robustness to noise is not clearly addressed in the literature. This is critical for most practical applications, such as in communications. We explore the robustness of different AM-FM estimators in the presence of white Gaussian noise. Also, we have proposed three new methods for IF estimation based on non-uniform samples of the signal and multi-resolution analysis. Experimental results show that ZC based methods give better results than the popular methods such as DESA in clean condition as well as noisy condition.

The navigation and visualisation of environmental audio using zooming spectrograms

Acoustic recordings play an increasingly important role in monitoring terrestrial and aquatic environments. However, rapid advances in technology make it possible to accumulate thousands of hours of recordings, more than ecologists can ever listen to. Our approach to this big-data challenge is to visualize the content of long-duration audio recordings on multiple scales, from minutes, hours, days to years. The visualization should facilitate navigation and yield ecologically meaningful information prior to listening to the audio. To construct images, we calculate acoustic indices, statistics that describe the distribution of acoustic energy and reflect content of ecological interest. We combine various indices to produce false-color spectrogram images that reveal acoustic content and facilitate navigation. The technical challenge we investigate in this work is how to navigate recordings that are days or even months in duration. We introduce a method of zooming through multiple temporal scales, analogous to Google Maps. However, the “landscape” to be navigated is not geographical and not therefore intrinsically visual, but rather a graphical representation of the underlying audio. We describe solutions to navigating spectrograms that range over three orders of magnitude of temporal scale. We make three sets of observations: 1. We determine that at least ten intermediate scale steps are required to zoom over three orders of magnitude of temporal scale; 2. We determine that three different visual representations are required to cover the range of temporal scales; 3. We present a solution to the problem of maintaining visual continuity when stepping between different visual representations. Finally, we demonstrate the utility of the approach with four case studies.

Seismic damage estimation through measurable dynamic characteristics

Ductility based design of reinforced concrete structures implicitly assumes certain damage under the action of a design basis earthquake. The damage undergone by a structure needs to be quantified, so as to assess the post-seismic reparability and functionality of the structure. The paper presents an analytical method of quantification and location of seismic damage, through system identification methods. It may be noted that soft ground storied buildings are the major casualties in any earthquake and hence the example structure is a soft or weak first storied one, whose seismic response and temporal variation of damage are computed using a non-linear dynamic analysis program (IDARC) and compared with a normal structure. Time period based damage identification model is used and suitably calibrated with classic damage models. Regenerated stiffness of the three degrees of freedom model (for the three storied frame) is used to locate the damage, both on-line as well as after the seismic event. Multi resolution analysis using wavelets is also used for localized damage identification for soft storey columns.

Characterization of Clean and Fouled Rail Track Ballast Subsurface Using Seismic Surface Survey Method: Model and Field Studies

The efficiency of track foundation material gradually decreases due to insufficient lateral confinement, ballast fouling, and loss of shear strength of the subsurface soil under cyclic loading. This paper presents characterization of rail track subsurface to identify ballast fouling and subsurface layers shear wave velocity using seismic survey. Seismic surface wave method of multi-channel analysis of surface wave (MASW) has been carried out in the model track and field track for finding out shear wave velocity of the clean and fouled ballast and track subsurface. The shear wave velocity (SWV) of fouled ballast increases with increase in fouling percentage, and reaches a maximum value and then decreases. This character is similar to typical compaction curve of soil, which is used to define optimum and critical fouling percentage (OFP and CFP). Critical fouling percentage of 15 % is noticed for Coal fouled ballast and 25 % is noticed for clayey sand fouled ballast. Coal fouled ballast reaches the OFP and CFP before clayey sand fouled ballast. Fouling of ballast reduces voids in ballast and there by decreases the drainage. Combined plot of permeability and SWV with percentage of fouling shows that after critical fouling point drainage condition of fouled ballast goes below acceptable limit. Shear wave velocities are measured in the selected location in the Wollongong field track by carrying out similar seismic survey. In-situ samples were collected and degrees of fouling were measured. Field SWV values are more than that of the model track SWV values for the same degree of fouling, which might be due to sleeper's confinement. This article also highlights the ballast gradation widely followed in different countries and presents the comparison of Indian ballast gradation with international gradation standards. Indian ballast contains a coarser particle size when compared to other countries. The upper limit of Indian gradation curve matches with lower limit of ballast gradation curves of America and Australia. The ballast gradation followed by Indian railways is poorly graded and more favorable for the drainage conditions. Indian ballast engineering needs extensive research to improve presents track conditions.

A performance-based framework for assessing liquefaction potential based on CPT data

This article describes a new performance-based approach for evaluating the return period of seismic soil liquefaction based on standard penetration test (SPT) and cone penetration test (CPT) data. The conventional liquefaction evaluation methods consider a single acceleration level and magnitude and these approaches fail to take into account the uncertainty in earthquake loading. The seismic hazard analysis based on the probabilistic method clearly shows that a particular acceleration value is being contributed by different magnitudes with varying probability. In the new method presented in this article, the entire range of ground shaking and the entire range of earthquake magnitude are considered and the liquefaction return period is evaluated based on the SPT and CPT data. This article explains the performance-based methodology for the liquefaction analysis – starting from probabilistic seismic hazard analysis (PSHA) for the evaluation of seismic hazard and the performance-based method to evaluate the liquefaction return period. A case study has been done for Bangalore, India, based on SPT data and converted CPT values. The comparison of results obtained from both the methods have been presented. In an area of 220 km2 in Bangalore city, the site class was assessed based on large number of borehole data and 58 Multi-channel analysis of surface wave survey. Using the site class and peak acceleration at rock depth from PSHA, the peak ground acceleration at the ground surface was estimated using probabilistic approach. The liquefaction analysis was done based on 450 borehole data obtained in the study area. The results of CPT match well with the results obtained from similar analysis with SPT data.

A Gaussian network model study suggests that structural fluctuations are higher for inactive states than active states of protein kinases

We performed Gaussian network model based normal mode analysis of 3-dimensional structures of multiple active and inactive forms of protein kinases. In 14 different kinases, a more number of residues (1095) show higher structural fluctuations in inactive states than those in active states (525), suggesting that, in general, mobility of inactive states is higher than active states. This statistically significant difference is consistent with higher crystallographic B-factors and conformational energies for inactive than active states, suggesting lower stability of inactive forms. Only a small number of inactive conformations with the DFG motif in the ``in'' state were found to have fluctuation magnitudes comparable to the active conformation. Therefore our study reports for the first time, intrinsic higher structural fluctuation for almost all inactive conformations compared to the active forms. Regions with higher fluctuations in the inactive states are often localized to the aC-helix, aG-helix and activation loop which are involved in the regulation and/or in structural transitions between active and inactive states. Further analysis of 476 kinase structures involved in interactions with another domain/protein showed that many of the regions with higher inactive-state fluctuation correspond to contact interfaces. We also performed extensive GNM analysis of (i) insulin receptor kinase bound to another protein and (ii) holo and apo forms of active and inactive conformations followed by multi-factor analysis of variance. We conclude that binding of small molecules or other domains/proteins reduce the extent of fluctuation irrespective of active or inactive forms. Finally, we show that the perceived fluctuations serve as a useful input to predict the functional state of a kinase.

Numerical and Analytical Study on the Pull-in Instability of Micro-Structure under Electrostatic Loading

The one-mode analysis method on the pull-in instability of micro-structure under electrostatic loading is presented. Taylor series are used to expand the electrostatic loading term in the one-mode analysis method, which makes analytical solution available. The one-mode analysis is the combination of Galerkin method and Cardan solution of cubic equation. The one-mode analysis offers a direct computation method on the pull-in voltage and displacement. In low axial loading range, it shows little difference with the established multi-mode analysis on predicting the pull-in voltages for three different structures (cantilever, clamped-clamped beams and the plate with four edges simply-supported) studied here. For numerical multi-mode analysis, we also show that using the structural symmetry to select the symmetric mode can greatly reduce both the computation effort and the numerical fluctuation.

Nonlinear dynamics of atomic force microscopy with intermittent contact

When the atomic force microscopy (AFM) in tapping mode is in intermittent contact with a soft substrate, the contact time can be a significant portion of a cycle, resulting in invalidity of the impact oscillator model, where the contact time is assumed to be infinitely small. Furthermore, we demonstrate that the AFM intermittent contact with soft substrate can induce the motion of higher modes in the AFM dynamic response. Traditional ways of modeling AFM (one degree of freedom (DOF) system or single mode analysis) are shown to have serious mistakes when applied to this kind of problem. A more reasonable displacement criterion on contact is proposed, where the contact time is a function of the mechanical properties of AFM and substrate, driving frequencies/amplitude, initial conditions, etc. Multi-modal analysis is presented and mode coupling is also shown. (c) 2006 Published by Elsevier Ltd.

“Deborah Numbers”, Coupling Multiple Space and Time Scales and Governing Damage Evolution to Failure

Two different spatial levels are involved concerning damage accumulation to eventual failure. nucleation and growth rates of microdamage nN* and V*. It is found that the trans-scale length ratio c*/L does not directly affect the process. Instead, two independent dimensionless numbers: the trans-scale one * * ( V*)including the * **5 * N c V including mesoscopic parameters only, play the key role in the process of damage accumulation to failure. The above implies that there are three time scales involved in the process: the macroscopic imposed time scale tim = /a and two meso-scopic time scales, nucleation and growth of damage, (* *4) N N t =1 n c and tV=c*/V*. Clearly, the dimensionless number De*=tV/tim refers to the ratio of microdamage growth time scale over the macroscopically imposed time scale. So, analogous to the definition of Deborah number as the ratio of relaxation time over external one in rheology. Let De be the imposed Deborah number while De represents the competition and coupling between the microdamage growth and the macroscopically imposed wave loading. In stress-wave induced tensile failure (spallation) De* < 1, this means that microdamage has enough time to grow during the macroscopic wave loading. Thus, the microdamage growth appears to be the predominate mechanism governing the failure. Moreover, the dimensionless number D* = tV/tN characterizes the ratio of two intrinsic mesoscopic time scales: growth over nucleation. Similarly let D be the “intrinsic Deborah number”. Both time scales are relevant to intrinsic relaxation rather than imposed one. Furthermore, the intrinsic Deborah number D* implies a certain characteristic damage. In particular, it is derived that D* is a proper indicator of macroscopic critical damage to damage localization, like D* ∼ (10–3~10–2) in spallation. More importantly, we found that this small intrinsic Deborah number D* indicates the energy partition of microdamage dissipation over bulk plastic work. This explains why spallation can not be formulated by macroscopic energy criterion and must be treated by multi-scale analysis.

The Development of Biosensor with Imaging Ellipsometry

The concept of biosensor with imaging ellipsometry was proposed about ten years ago. It has become an automatic analysis technique for protein detection with merits of label-free, multi-protein analysis, and real-time analysis for protein interaction process, etc. Its principle, andrelated technique units, such as micro-array, micro-fluidic and bio-molecule interaction cell, sampling unit and calibration for quantitative detection as well as its applications in biomedicine field are presented here.

Seismic reflection experiments imaging the physical nature of crustal structures in southern California

Seismic reflection methods have been extensively used to probe the Earth's crust and suggest the nature of its formative processes. The analysis of multi-offset seismic reflection data extends the technique from a reconnaissance method to a powerful scientific tool that can be applied to test specific hypotheses. The treatment of reflections at multiple offsets becomes tractable if the assumptions of high-frequency rays are valid for the problem being considered. Their validity can be tested by applying the methods of analysis to full wave synthetics.

Three studies illustrate the application of these principles to investigations of the nature of the crust in southern California. A survey shot by the COCORP consortium in 1977 across the San Andreas fault near Parkfield revealed events in the record sections whose arrival time decreased with offset. The reflectors generating these events are imaged using a multi-offset three-dimensional Kirchhoff migration. Migrations of full wave acoustic synthetics having the same limitations in geometric coverage as the field survey demonstrate the utility of this back projection process for imaging. The migrated depth sections show the locations of the major physical boundaries of the San Andreas fault zone. The zone is bounded on the southwest by a near-vertical fault juxtaposing a Tertiary sedimentary section against uplifted crystalline rocks of the fault zone block. On the northeast, the fault zone is bounded by a fault dipping into the San Andreas, which includes slices of serpentinized ultramafics, intersecting it at 3 km depth. These interpretations can be made despite complications introduced by lateral heterogeneities.

In 1985 the Calcrust consortium designed a survey in the eastern Mojave desert to image structures in both the shallow and the deep crust. Preliminary field experiments showed that the major geophysical acquisition problem to be solved was the poor penetration of seismic energy through a low-velocity surface layer. Its effects could be mitigated through special acquisition and processing techniques. Data obtained from industry showed that quality data could be obtained from areas having a deeper, older sedimentary cover, causing a re-definition of the geologic objectives. Long offset stationary arrays were designed to provide reversed, wider angle coverage of the deep crust over parts of the survey. The preliminary field tests and constant monitoring of data quality and parameter adjustment allowed 108 km of excellent crustal data to be obtained.

This dataset, along with two others from the central and western Mojave, was used to constrain rock properties and the physical condition of the crust. The multi-offset analysis proceeded in two steps. First, an increase in reflection peak frequency with offset is indicative of a thinly layered reflector. The thickness and velocity contrast of the layering can be calculated from the spectral dispersion, to discriminate between structures resulting from broad scale or local effects. Second, the amplitude effects at different offsets of P-P scattering from weak elastic heterogeneities indicate whether the signs of the changes in density, rigidity, and Lame's parameter at the reflector agree or are opposed. The effects of reflection generation and propagation in a heterogeneous, anisotropic crust were contained by the design of the experiment and the simplicity of the observed amplitude and frequency trends. Multi-offset spectra and amplitude trend stacks of the three Mojave Desert datasets suggest that the most reflective structures in the middle crust are strong Poisson's ratio (σ) contrasts. Porous zones or the juxtaposition of units of mutually distant origin are indicated. Heterogeneities in σ increase towards the top of a basal crustal zone at ~22 km depth. The transition to the basal zone and to the mantle include increases in σ. The Moho itself includes ~400 m layering having a velocity higher than that of the uppermost mantle. The Moho maintains the same configuration across the Mojave despite 5 km of crustal thinning near the Colorado River. This indicates that Miocene extension there either thinned just the basal zone, or that the basal zone developed regionally after the extensional event.

El resultado internacional de las nuevas empresas. Una visión relacional asociada a la orientación al mercado de la red

[ES] Este trabajo profundiza en el estudio de los factores que influyen en la competitividad internacional de las nuevas empresas internacionales y, en consecuencia, en su resultado internacional. Aunando las disciplinas del emprendedurismo y del marketing internacional, se trata de remarcar la importancia del conocimiento relacional a través de la influencia de la orientación al mercado de la red en los resultados internacionales logrados por estas empresas en base al efector mediador de las ventajas competitivas. Los resultados obtenidos del contraste de hipótesis, mediante modelos de ecuaciones estructurales y análisis multi-muestra, confirman que la orientación al mercado de la red resulta determinante en la obtención de resultados internacionales superiores por parte de las nuevas empresas. Esta influencia se produce de forma indirecta a partir del efecto mediador de las ventajas competitivas en diferenciación y costes desarrolladas por las mismas. Este estudio extiende la investigación pasada en torno al emprendedurismo internacional, incluyendo nuevas aportaciones propias de la disciplina del marketing respecto a los antecedentes de la competitividad y los resultados de las nuevas empresas internacionales en los mercados exteriores. Además, los resultados obtenidos animan a emprendedores en el contexto internacional a considerar el valor explícito de otros factores distintos al conocimiento experiencial, que la empresa adquiere de forma gradual conforme se incrementa su experiencia en el mercado exterior, para darse cuenta del valor potencial que el conocimiento relacional asociado a la orientación al mercado de la red tiene como antecedente para la consecución de ventajas competitivas en el mercado internacional.

Análise de vulnerabilidade ecológica da Bacia Lagos São João, RJ: uma contribuição metodológica para estudos de adaptação às mudanças ambientais globais.

Este trabalho objetiva contribuir para o desenvolvimento de metodologia de análises de vulnerabilidade ecológica de bacias hidrográficas, com foco nos ecossistemas de água doce. Partiu-se de uma base metodológica proposta pela Rede WWF e de sua adaptação para a Bacia Lagos São João. Através da aplicação da metodologia desenvolvida, foi possível realizar uma análise multicriterial que identificou, por um lado, os principais estressores afetando a integridade ecológica da bacia, e sua severidade e frequência, mediante avaliação colaborativa de um painel de especialistas; por outro lado, avaliou-se a sensibilidade da bacia aos estressores selecionados. O uso de ferramentas de sistemas de informação geográfica permitiu espacializar, localizar e quantificar as ameaças (estressores), gerando mapas de risco ecológico, identificando em especial, as unidades mais desequilibradas do território em análise. Estas são indicadas como prioritárias para as ações de conservação dos ecossistemas aquáticos, e dos serviços ecossistêmicos providos, do qual depende grande parte da população da bacia. Esta dissertação apresenta, portanto, duas principais contribuições: um estudo global e preliminar da integridade ecológica da bacia Lagos São João; e, sobretudo, adaptações e detalhamentos da base metodológica desenvolvida pela Rede WWF, replicáveis em outras bacias hidrográficas. Ressalte-se que esta análise constitui etapa preliminar para a definição de estratégias de adaptação e resiliência de bacias hidrográficas às mudanças ambientais globais associadas às variabilidades e mudanças climáticas.

Análise da vulnerabilidade socioambiental na Zona de amortecimento do Parque Estadual do Ibitipoca (MG), por geoprocessamento: contribuindo no apoio à tomada de decisão.

Conservar as últimas florestas tropicais é uma preocupação mundial, e como formas de proteção legal são criadas Unidades de Conservação (UCs), dedicadas para a preservação e manutenção da biodiversidade e recursos naturais. O entorno das áreas protegidas também são locais amparados pela lei e as atividades nelas devem ser restritas, a fim de não gerar impacto sobre a UC. O Parque Estadual do Ibitipoca, localizado em Minas Gerais, possui uma zona de amortecimento (ZA) de 100,41 km que pertence aos municípios de Lima Duarte, Santa Rita do Ibitipoca e Bias Fortes. O presente trabalho, portanto, visa caracterizar a vulnerabilidade socioambiental na zona de amortecimento do Parque Estadual do Ibitipoca (PEI), utilizando para tal, técnicas de geoprocessamento. Para chegar ao resultado final foi feito uma análise da vulnerabilidade social da ZA, utilizando dados do censo de infraestrutura (água, esgoto e lixo) e renda per capita; e para a vulnerabilidade ambiental foi realizado a sobreposição dos mapas de uso da terra, declividade e tipos de solos. Esses dados foram tratados no programa ArcGis, através da análise multicritério e seguindo a metodologia proposta por Moura (2007). O mapa de vulnerabilidade socioambiental possibilitou apontar os locais que necessitam de maiores cuidados e investimento, auxiliando assim os gestores do Parque no manejo e preservação da ZA. Os processos adotados nesta pesquisa permitiram a geração de um banco de dados georreferenciado, que será disponibilizado aos gestores, à população do entorno e à comunidade técnico-científica.

Análise multielementar em peças de ouro antigo utilizando fluorescência de raios X por dispersão em energia

Os métodos de análise não destrutiva vêm sendo largamente empregados na área de Arqueometria. Estes métodos analisam artefatos históricos e obras de arte fornecendo informações da composição, das técnicas utilizadas e do local de manufatura da época. Assim, é possível fazer a datação, estabelecer a autenticidade e avaliar técnicas de conservação e restauração. A Fluorescência de Raios X por Dispersão de Energia (EDXRF) é um método que permite fazer análises quantitativas e qualitativas multielementares dos artefatos de forma não destrutiva. Neste estudo foram analisados artefatos compostos por ouro de diferentes épocas através da técnica de Fluorescência de Raios X por Dispersão em Energia (EDXRF). Dentre os artefatos, encontram-se brincos, pingentes, estatuetas e adornos de roupa cedidos pelo Instituto de Pesquisa Histórica e Arqueológica do Rio de Janeiro (IPHARJ). As análises foram realizadas através do sistema comercial ARTAX 200. Este sistema possui ânodo de Molibdênio. Foi utilizado um filtro de alumínio com 315 μm de espessura e foi operado em 40 kV, 250 μA com 300 s de aquisição. As concentrações de Cu, Au e Ag foram obtidas através da curva de calibração feita com padrões de ouro de 24k, 18k, 16k, 14k, 12k e 10k. Os resultados mostram que todas as peças contêm ligas metálicas e ouro em diferentes concentrações em sua composição. A partir das diferenças nas concentrações de ouro, foi possível classificar as peças quanto à pureza do ouro (quilatagem). Além disso, foi possível estimar a época em que estas peças foram manufaturadas a partir da comparação dos resultados encontrados com aqueles encontrados na literatura.