Cross-modality temporal resolution for auditory, vibrotactile, and visual stimuli

This paper reviews a study of cross-modalities and within-modalities and their effects on speech perception.

Integração de redes GNSS: uma proposta metodológica de densificação da rede SIRGAS na América do Sul

Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)

A fast cholinergic modulation of the primary acoustic startle circuit in rats

Cochlear root neurons (CRNs) are the first brainstem neurons which initiate and participate in the full expression of the acoustic startle reflex. Although it has been suggested that a cholinergic pathway from the ventral nucleus of the trapezoid body (VNTB) conveys auditory prepulses to the CRNs, the neuronal origin of the VNTB-CRNs projection and the role it may play in the cochlear root nucleus remain uncertain. To determine the VNTB neuronal type which projects to CRNs, we performed tract-tracing experiments combined with mechanical lesions, and morphometric analyses. Our results indicate that a subpopulation of non-olivocochlear neurons projects directly and bilaterally to CRNs via the trapezoid body. We also performed a gene expression analysis of muscarinic and nicotinic receptors which indicates that CRNs contain a cholinergic receptor profile sufficient to mediate the modulation of CRN responses. Consequently, we investigated the effects of auditory prepulses on the neuronal activity of CRNs using extracellular recordings in vivo. Our results show that CRN responses are strongly inhibited by auditory prepulses. Unlike other neurons of the cochlear nucleus, the CRNs exhibited inhibition that depended on parameters of the auditory prepulse such as intensity and interstimulus interval, showing their strongest inhibition at short interstimulus intervals. In sum, our study supports the idea that CRNs are involved in the auditory prepulse inhibition of the acoustic startle reflex, and confirms the existence of multiple cholinergic pathways that modulate the primary acoustic startle circuit. © 2013 Springer-Verlag Berlin Heidelberg.

Integração de Redes GNSS locais ao SIRGAS

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)

The 2008 DGFI Realization of the ITRS: DTRF2008 (data)

The DTRF2008 is a realization of the International Terrestrial Reference System ITRS. The DTRF2008 consists of station positions and velocities of global distributed observing stations of the space geodetic observation techniques VLBI, SLR, GPS and DORIS. The DTRF2008 was released in May 2010 and includes the observation data of the techniques up to and including 2008. The observation data are processed and submitted by the corresponding international services: IGS (International GNSS Service, http://igscb.jpl.nasa.gov) IVS (International VLBI Service, http://ivscc.gsfc.nasa.gov) ILRS (International Laser Ranging Service, http://ilrs.gsfc.nasa.gov) IDS (International DORIS Service, http://ids-doris.org). The DTRF2008 is an independent ITRS realization, which is computed on the basis of the same input data as the ITRF2008 (IGN, Paris). Both realizations differ with respect to their computation strategies: while the ITRF2008 is based on the combination of solutions, the DTRF2008 is computed by the combination of normal equations. The DTRF2008 comprises the coordinates of 559 GPS-, 106 VLBI-, 122 SLR- and 132 DORIS-stations. The reference epoch is 1.1.2005, 0h UTC. The Earth Orientation Parameters (EOP) - that means the coordinates of the terrestrial and the celestial pole, UT1-UTC and the Length of Day (LOD) - were simultaneously estimated with the station coordinates. The EOP time series cover the period of 1983 to 2008. The station names are the official IERS indications: cdp numbers or 4-character IDs and DOMES numbers (http://itrf.ensg.ign.fr/doc_ITRF/iers_sta_list.txt). The solution is available in different file formats (SINEX and SSC), see below. A detailed description of the solution is given by Seitz M. et al. (2012). The results of a comparison of DTRF2008 and ITRF2008 is given by Seitz M. et al. (2013). More information as well as residual time series of the station positions can be made available by request.

Análisis de niveles de seguridad en túneles y galerías: manual del usuario del programa Aniset (versión 1)

El programa "ANISET" (Análisis de Niveles de Seguridad en Túneles) desarrollado por SINEX, S.A. constituye una herramienta de cálculo orientada a la realización de estudios de Fiabilidad de las estructuras de sostenimiento de túneles y galerías subterráneas. El desarrollo del Nuevo Método Austriaco de construcción de túneles (NATM) ha supuesto un gran avance de tecnificación en un tipo de obras tradicionalmente poco exigentes en lo que al cálculo de refiere. La aplicación de esta nueva metodología ha propiciado un gran desarrollo en la aplicación de métodos numéricos y de nuevos modelos de comportamiento para el estudio del problema de interacción terreno-sostenimiento. Sin embargo, la investigación en torno a procedimientos adecuados para la introducción de la seguridad en los cálculos no ha sido tan intensa, lo que ha creado un estado de cierta confusión entorno a este tema. Con este trabajo, se ha pretendido impulsar un avance en este terreno. Para ello se ha considerado que el mejor método era la aplicación de las técnicas de Fiabilidad Estructural en Nivel U, como de hecho se está realizando en muchos otros terrenos en el ámbito del cálculo estructural. Para realizar el programa, se ha tomado como base el modelo mecánico bidimensional desarrollado por P. Fritz (1984) que básicamente coincide con el aplicado en el programa SOSTENIM. En este modelo el terreno se considera un medio de comportamiento elastoplástico, de acuerdo al criterio de Mohr-Coulomb, sobre el que se realiza una excavación de sección circular. El sostenimiento se ha modelado teniendo en cuenta las aportaciones del hormigón proyectado, del acero de las armaduras y de las cerchas metálicas habitualmente utilizadas. Los Estados Límite considerados en el programa, para los cuales se han desarrollado las correspondientes funciones de fallo, son los siguientes: - Agotamiento de la capacidad resistente del terreno. Caracterizado por un radio de plastificación excesivo del terreno. - Agotamiento de la estructura, producido por la aparición de deformaciones superiores al máximo admisible por los materiales del sostenimiento. - Convergencia excesiva: el desplazamiento radial en el sostenimiento supera un máximo fijado por el proyectista en base a criterios prácticos de utilización, etc. El tratamiento de las incertidumbres para la estimación de los correspondientes índices de fiabilidad y probabilidades de fallo respecto a los 3 estados límite mencionados, responde básicamente al esquema propuesto por E. Rosenblueth (1981). Se espera que el enfoque eminentemente práctico dado al trabajo, y la sencillez de manejo del programa, permitan una fácil y útil aplicación del mismo.

The new DGFI-TUM realization of the ITRS: DTRF2014 (data)

The DTRF2014 is a realization of the the fundamental Earth-fixed coordinate system, the International Terrestrial Reference System (ITRS). It has been computed by the Deutsches Geodätisches Forschungsinstitut der Technischen Universität München (DGFI-TUM). The DTRF2014 consists of station positions and velocities of 1712 globally distributed geodetic observing stations of the observation techniques VLBI, SLR, GNSS and DORIS. Additionally, for the first time, non-tidal atmospheric and hydrological loading is considered in the solution. The DTRF2014 was released in August 2016 and incorporates observation data of the four techniques up 2014. The observation data were processed and submitted by the corresponding technique services: IGS (International GNSS Service, http://igscb.jpl.nasa.gov) IVS (International VLBI Service, http://ivscc.gsfc.nasa.gov) ILRS (International Laser Ranging Service, http://ilrs.gsfc.nasa.gov) IDS (International DORIS Service, http://ids-doris.org). The DTRF2014 is an independent ITRS realization. It is computed on the basis of the same input data as the realizations JTRF2014 (JPL, Pasadena) and ITRF2014 (IGN, Paris). The three realizations of the ITRS differ conceptually. While DTRF2014 and ITRF2014 are based on station positions at a reference epoch and velocities, the JTRF2014 is based on time series of station positions. DTRF2014 and ITRF2014 result from different combination strategies: The ITRF2014 is based on the combination of solutions, the DTRF2014 is computed by the combination of normal equations. The DTRF2014 comprises 3D coordinates and coordinate changes of 1347 GNSS-, 113 VLBI-, 99 SLR- and 153 DORIS-stations. The reference epoch is 1.1.2005, 0h UTC. The Earth Orientation Parameters (EOP) - that means the coordinates of the terrestrial and the celestial pole, UT1-UTC and the Length of Day (LOD) - were simultaneously estimated with the station coordinates. The EOP time series cover the period from 1979.7 to 2015.0. The station names are the official IERS identifiers: CDP numbers or 4-character IDs and DOMES numbers (http://itrf.ensg.ign.fr/doc_ITRF/iers_sta_list.txt). The DTRF2014 solution is available in one comprehensive SINEX file and four technique-specific SINEX files, see below. A detailed description of the solution is given on the website of DGFI-TUM (http://www.dgfi.tum.de/en/science-data-products/dtrf2014/). More information can be made available by request.

Analisi di una stazione permanente GNSS posta sul Plateau Antartico

Attraverso lo studio di serie temporali di coordinate è possibile studiare l'entità degli spostamenti, nel tempo, di punti materializzati sulla Terra. In particolare, si incentra l'attenzione sull'analisi della stazione permanente GNSS DCRU collocata presso la base italo-francese Concordia, così da valutare il campo di velocità di deflusso superficiale del ghiaccio in una porzione di plateau dell’Antartide orientale sede della perforazione profonda in ghiaccio del progetto European Project for Ice Coring in Antarctica (EPICA) . Tale stazione è stata inserita in una rete di inquadramento dell'IGS e ha acquisito dati satellitari dal 2005 a oggi, raccolti giornalmente in file RINEX. Tramite l'utilizzo del software Bernese versione 5.2 è stato possibile ottenere dai file RINEX i file SINEX contenenti le soluzioni giornaliere, che costituiscono la serie temporale, e le relative varianze e covarianze. Avvalendosi del programma Tsview implementato per GGMatlab si sono poi valutate le componenti principali che caratterizzano una serie temporale, quali il trend, le componenti stagionali ed i rumori che giocano, talvolta, un ruolo importante nella valutazione dell'incertezza legata alle misure. Infine si è cercato di dare un'interpretazione fisica ai risultati che sono tutt'ora oggetto di studio. In questa tesi, quindi, si delinea un quadro generale delle procedure e delle problematiche da affrontare, sia per ottenere dall'acquisizione satellitare le soluzioni giornaliere costituenti la serie temporale, sia per analizzare la serie stessa.