「Partial Reinforcement」に関連した動画の一覧 |
 | Psychology 101 Video (Schedules of Reinforcement) Part 1 This is Part 1 of the new and improved version of my final project for Psychology 101. This video is on schedules of reinforcement, and talks about continuous reinforcement, partial reinforcement, as well as the four types of schedules (fixed-ration, variable-ration, fixed-interval, and variable-interval). Sorry about the quality, this video was made using a digital camera. Enjoy! 2009年11月25日再生回数 5597 |
 | Psychology 101 Video (Schedules of Reinforcement) Part 2 This is Part 2 of the new and improved version of my final project for Psychology 101. This video is on schedules of reinforcement, and talks about continuous reinforcement, partial reinforcement, as well as the four types of schedules (fixed-ration, variable-ration, fixed-interval, and variable-interval). Sorry about the quality, this video was made using a digital camera. Enjoy! 2009年11月25日再生回数 2196 |
 | Kompodent training DVD for dental technicians (trailer) This DVD is for learning the use of fibre reinforcements in dentistry and dental technology. DVD helps you to avoid obvious mistakes when fabricating fibre reinforced prostheses. DVD is aimed to dental technicians but dentists will also benefit from this DVD. Learn the right technique with this unique DVD. DVD includes following topics. Reinforcement theory and basics. Full denture reinforcement. Partial denture reinforcement. Surface retained bridge. Inlay bridge. Composite crown & bridge. Crown & bridge II. Temporary bridge. Finnish Stick Tech fibres have been used in the DVD but the information and education can be used with almost all fibre reinforcement brands in the market. Video format - Widescreen 16:9 PAL only. lenght - approx 1 hour. DVD is region free. Those with different TV formats - watch DVD with computer with DVD drive or ask for AVI format from Kompodent. Contact & orders. info@kompodent.fi Address: Kompodent Kappelikatu 11 45130 KOUVOLA FINLAND 2008年07月07日再生回数 16217 |
 | bridge reinforcement with FIBER-SPLINT LAB SYSTEM more information under www.polydentia.ch The Fiber-Splint Lab System provides the dental technician with a cost-saving new system based on glass fiber technology, for the fabrication of bridges with strong and biocompatible frameworks, the reinforcement of vulnerable areas of new and existing dentures, or the repair of dentures. Instead of conventional reinforcement using steel wire and metal gauze, the Fiber-Splint Lab System utilises multiple layer silanised fiber-glass strips, which are easy, cost-effective, and quick to work with. The silanisation of the fiber-glass strips creates an excellent bond with the resin. Superior aesthetic results can be achieved with the use of the Fiber-Splint Lab System because the fiber-glass strips are almost invisible under the resin and do not show through. The basic technology used for Fiber-Splint has been proven in dental practices for two decades in the splinting of loose anterior teeth and the re-implantation of extracted or totally luxated teeth. THE FIBER-SPLINT LAB SYSTEM IS RECOMMENDED IN DENTAL LABORATORIES FOR: Temporary restorations on implant abutments Internal frameworks for bridges External frameworks for adhesive bridges Reinforcement of new full or partial dentures Retention of single teeth in temporary wire braces All types of reinforcement of splits or breaks, and thin, vulnerable parts of dentures 2011年08月31日再生回数 708 |
 | Non-Myopic Active Learning: A Reinforcement Learning Approac Google Tech Talk March 16, 2009 ABSTRACT Non-Myopic Active Learning: A Reinforcement Learning Approach Presented by Pascal Poupart, University of Waterloo Active learning considers the problem of actively choosing the training data. This is particularly useful in settings where the training data is limited or comes with a price and therefore the learner needs to be "economical" in its data usage. Active learning can be particularly challenging in settings where the cost of the data varies, the learner only has partial control over the data it receives and the value of each data point depends on the information captured by the training data already received. In such situations, non-myopic strategies that take into account the long-term effects of each data selection are desirable. In this talk, I will describe how non-myopic active learning can be naturally formulated as a reinforcement learning problem. This formulation is particularly useful to deal with the exploration exploitation dilemma that arises when the learner hesitates between selecting data that minimizes the immediate cost (exploitation) and selecting data that maximizes the long-term information gain (exploration). I will describe a Bayesian approach to optimally tradeoff exploitation and exploration. I will also show how to derive an analytic solution for discrete problems and an algorithm called BEETLE. 2009年03月31日再生回数 4050 |
 | Dog Training - Brittany and Molly - Pt3 Partial reinforcement 2009年07月10日再生回数 99 |
 | Shear Resistance of Reinforced Concrete Beams Without Stirrups - a/d = 2.81 Test performed at Structural Engineering laboratory at Reykjavik University (www.ru.is/sel). The shear force displayed is the point load (the force from the jack divided by two). Abstract of the thesis Shear failures in concrete structures are very hazardous. These failures can rarely be predicted and often happen explosively. For decades, tests have been done to study this phenomenon, in order to try to solve the riddle that shear is. Researchers have become more knowledgeable about shear and what the most important influences are. However, Eurocode's shear equation formula (without shear reinforcement) is based on semi-empirical procedures. My experiment involved testing concrete beams of variable height and consequently variable a/d ratio and comparing the test results to three building codes; ACI 318-08, ENV 1992-1-1:1991 and EC-2:2004. I was also interested in studying shear and its most important influences. Six series of beams were cast, three of each series, a total of eighteen beams. They were reinforced in the tensile area but not for shear. The variables were two; beams of different height (105mm - 335mm) and reinforcing steel percentage (1.31% - 1.55%). My findings were that the ACI 318-08 code gives a very conservative conclusion. The Eurocode valid today (EC-2:2004) gives a safe estimation when compared to failure of the beam. The code also predicts the first shear crack for the beams except the deepest ones. When the formula is applied with the partial ... 2012年04月17日再生回数 89 |
 | negative reinforcement in operant conditioning Reviews operant conditioning and gives the example of using negative reinforcement to condition a dinosaur. 2008年10月08日再生回数 27100 |
 | Shear Resistance of Reinforced Concrete Beams Without Stirrups - a/d = 4.81 Test performed at Structural Engineering laboratory at Reykjavik University (www.ru.is/sel). The shear force displayed is the point load (the force from the jack divided by two). Abstract of the thesis Shear failures in concrete structures are very hazardous. These failures can rarely be predicted and often happen explosively. For decades, tests have been done to study this phenomenon, in order to try to solve the riddle that shear is. Researchers have become more knowledgeable about shear and what the most important influences are. However, Eurocode's shear equation formula (without shear reinforcement) is based on semi-empirical procedures. My experiment involved testing concrete beams of variable height and consequently variable a/d ratio and comparing the test results to three building codes; ACI 318-08, ENV 1992-1-1:1991 and EC-2:2004. I was also interested in studying shear and its most important influences. Six series of beams were cast, three of each series, a total of eighteen beams. They were reinforced in the tensile area but not for shear. The variables were two; beams of different height (105mm - 335mm) and reinforcing steel percentage (1.31% - 1.55%). My findings were that the ACI 318-08 code gives a very conservative conclusion. The Eurocode valid today (EC-2:2004) gives a safe estimation when compared to failure of the beam. The code also predicts the first shear crack for the beams except the deepest ones. When the formula is applied with the partial ... 2012年04月17日再生回数 129 |
 | Shear Resistance of Reinforced Concrete Beams Without Stirrups - a/d = 3.68 Test performed at Structural Engineering laboratory at Reykjavik University (www.ru.is/sel). The shear force displayed is the point load (the force from the jack divided by two). Abstract of the thesis Shear failures in concrete structures are very hazardous. These failures can rarely be predicted and often happen explosively. For decades, tests have been done to study this phenomenon, in order to try to solve the riddle that shear is. Researchers have become more knowledgeable about shear and what the most important influences are. However, Eurocode's shear equation formula (without shear reinforcement) is based on semi-empirical procedures. My experiment involved testing concrete beams of variable height and consequently variable a/d ratio and comparing the test results to three building codes; ACI 318-08, ENV 1992-1-1:1991 and EC-2:2004. I was also interested in studying shear and its most important influences. Six series of beams were cast, three of each series, a total of eighteen beams. They were reinforced in the tensile area but not for shear. The variables were two; beams of different height (105mm - 335mm) and reinforcing steel percentage (1.31% - 1.55%). My findings were that the ACI 318-08 code gives a very conservative conclusion. The Eurocode valid today (EC-2:2004) gives a safe estimation when compared to failure of the beam. The code also predicts the first shear crack for the beams except the deepest ones. When the formula is applied with the partial ... 2012年04月17日再生回数 42 |
