982 resultados para Tape Recording
Resumo:
Aquest document és una introducció a l’eina CapScribe per a audiodescripcions en vídeos digitals. Es tracta d’un programari gratuït per als entorns Mac d’Apple i pot treballar amb vídeos de Quicktime, YouTube i alguna altra plataforma i/o reproductor.
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Aquest document dóna les pautes bàsiques per poder incorporar vídeos incrustats en una pàgina web codificada en HTML5, amb un reproductor accessible. Així mateix, es dóna una introducció a l’eina ccPlayer, reproductor de vídeos que està implementat com un objecte SWF Flash i que permet l’addició de subtítols. Veurem també una altra eina similar, el JWPlayer.
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Aquest document és una introducció a l’eina Camtasia Studio. L’aplicació està especialitzada, entre d’altres, a elaborar vídeos de contingut docent accessible a partir de presentacions preparades en Microsoft PowerPoint.
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Aquest document és una introducció a les eines Dragon Naturally Speaking i Audacity, especialitzades a optimitzar la transcripció d’arxius sonors.
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Aquest document és una introducció a l’eina RELOAD i a les funcionalitats d’SCORM del Moodle.
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Este documento es una introducción a las herramientas Dragon Naturally Speaking y Audacity, especializadas en optimizar la transcripción de archivos sonoros.
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La guía consta de un conjunto de documentos PDF y de una web (http://www.videoaccessible.udl.cat) que se complementan para dar pautas, recomendaciones y ejemplos necesarios para poder mostrar información en formato video digital accesible para las personas con diferentes discapacidades.
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Esta guía es una introducción a la herramienta RELOAD y a las funcionalidades de SCORM en Moodle.
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Este documento es una introducción a la herramienta Camtasia Studio. La aplicación está especializada a elaborar videos de contenido docente accesible a partir de presentaciones preparadas en Microsoft PowerPoint.
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Este documento da las pautas básicas para incorporar vídeos incrustados en una página web codificada con HTML5, con un reproductor accesible. Así mismo, se da una introducción a la herramienta ccPlayer, reproductor de vídeos que está implementado como objeto SWF Flash y que permite añadir subtítulos. También para la herramienta JWPlayer que permite añadir subtítulos y audiodescripción.
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Este documento trata los aspectos principales que deben tenerse en cuenta en la producción de un vídeo accesible. Se siguen las etapas de creación de productos audiovisuales (planificación, producción y difusión) y se dan pautas para permitir introducir la accesibilidad en cada una. Se repasa también la legislación principal sobre autorizaciones de grabación y se dan consejos sobre las licencias Creative Commons más recomendables para difundir el producto final.
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Experiments with early entry light sawing of Portland cement concrete (PCC) contraction joints began in Iowa in 1989. Since that time, changes in early sawing equipment have occurred as well as changes in specifications for sawing. The option to use early sawing for transverse contraction joints was specified in 1992. A problem happening occasionally with early sawing was the break out of some of the concrete around the end of the joint as the saw blade approached the edge of the slab. To prevent this, it was proposed that the sawing would terminate approximately 1/2" to 3/4" before the edge of the slab, creating a "short joint". This procedure would also leave a concrete "dam" to prevent the run-out and waste of the hot liquid joint sealant onto the shoulder. It would also eliminate the need for the labor and material for applying a duct tape dam at the open ends of each sawed joint to stop hot liquid sealant run-out Agreements were made with the contractor to apply the "short joint" technique for 1 day of paving. The evaluation and results are compared with an adjoining control section. The research found no negative aspects from sawing the "short joint". Three specific findings were noted. They are the following: 1) No joint end "blow-out" spalls of concrete occurred. 2) The need for the duct tape dam to stop liquid sealant overflow was eliminated. 3) Joint end corner spalls appear to be caused mainly by construction shouldering operations equipment. The "short joint" sawing technique can be routinely applied to early entry sawed transverse contraction joints with expectations of only positive results.
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OBJECTIVES: To measure the proportion of adult non-traumatic cardiac or respiratory arrest among calls for seizure to an emergency medical dispatch centre and to record whether known epileptic patients present cardiac or respiratory arrest together with seizure. METHODS: This 2-year prospective observational investigation involved the collection of tape recordings of all incoming calls to the emergency medical dispatch centre, in which an out-of-hospital non-traumatic seizure was the chief complaint in patients >18 years, in addition to the paramedics' records of all patients who presented with respiratory or cardiac arrest. The authors also recorded whether the bystander spontaneously mentioned to the dispatcher that the victim was known to have epilepsy. RESULTS: During the 24-month period, the call centre received 561 incoming calls for an out-of-hospital non-traumatic seizure in an adult. Twelve cases were classified as cardiac or respiratory arrest by paramedics. In one case, the caller spontaneously mentioned that the victim had a history of epilepsy. The proportion of cardiac or respiratory arrest among calls for seizure was 2.1%. CONCLUSION: Although these cases are rare, dispatchers should closely monitor seizure patients with the help of bystanders to exclude an out-of-hospital cardiac or respiratory arrest, in which case the dispatcher can offer telephone cardiopulmonary resuscitation advice until the paramedics arrive. Whenever the activity of the centre allows it and no new incoming call is on hold, this can be achieved by staying on the line with the caller or by calling back. A history of epilepsy should not modify the type of monitoring performed by the dispatcher as those patients may also have an arrest together with seizure.
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Sludges resulting from wastewater treatment processes have a characteristically high water content, which complicates handling operations such as pumping, transport and disposal. To enhance the dewatering of secondary sludge, the effect of ultrasound waves, thermal treatment and chemical conditioning with NaOH have been studied. Two features of treated sludges were examined: their rheological behavior and their dewaterability. The rheological tests consisted of recording shear stress when the shear rate increases and decreases continuously and linearly with time, and when it increases and decreases in steps. Steady-state viscosity and thixotropy were obtained from the rheological tests, and both decreased significantly in all cases with increased treatment intensity. Centrifugation of ultrasonicated and thermally treated sludges allowed the total solid content to be increased by approximately 16.2% and 17.6%, respectively. These dewatered sludges had a lower viscosity and thixotropy than the untreated sludge. In contrast, alkali conditioning barely allowed the sludge to be dewatered by centrifugation, despite decreasing its viscosity and thixotropy.
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The primary purpose of this project was to assess the potential of a nondestructive remote sensing system, specifically, ground penetrating subsurface interface radar, for identification and evaluation of D-cracking pavement failures. A secondary purpose was to evaluate the effectiveness of this technique for locating voids under pavements and determining the location of steel reinforcement. From the data collected and the analysis performed to date, the following conclusions can be made regarding the ground penetrating radar system used for this study: (1) steel reinforcement can be accurately located; (2) pavement thickness can be determined; (3) distressed areas in pavements can be located and broadly classified as to severity of deterioration; (4) voids under pavements can be located; and (5) higher resolution recording equipment is required to accurately determine both the thickness of sound pavement remaining over distressed areas and the depth of void areas under pavements.