A Plagiarism Detection Technique for Java Program Using Bytecode Analysis. S. Similarity and originality in code: plagiarism and normal variation in student assignments. In ACE'0. 6: Proceedings of the 8th Australian conference on Computing education, pages 1. M. Plagiarism in programming assignments. IEEE Transactions of Education, 4. C. Patterns of plagiarism.
This paper covers a few of algorithms used in attempt to detect plagiarism among students’ computer program source codes electronically, that is, using a computer software program. One algorithm proved to meet most of the requirements with acceptable. An Online System for Plagiarism Detection Vaughn M. Segers, James Connan Department of Computer Science University of the Western Cape, Private Bag X17 Bellville, 7535, South Africa Telephone: +(27) 21 959-3010, Fax: +(27) 21 959-3006 Email: 2435465@. Parker and Hamblen (1989) de When I tried using plagiarism detection software I was shocked to find that thirty to fifty percent of my student papers contained significant amounts of. SIGCSE Bull., 3. 7(1): 3. A. Moss(measure of software similarity) plagiarism detection system. Detection of similarities in student programs: Yap'ing may be preferable to plague'ing. SIGCSE Bull., 2. 4(1): 2. L. Finding plagiarisms among a set of programs with JPlag. Journal of Universal Computer Science, 8(1. D. Sim: a utility for detecting similarity in computer programs. SIGCSE Bull., 3. 1(1): 2. B. Manber, Deducing Similarities in Java Sources from Bytecodes, In Proceedings of the USENIX Annual Technical Conference. A source code linearization technique for detecting plagiarized programs. In ITi. CSE'0. 7: Proceedings of the 1. SIGCSE conference on Innovation and technology in computer science education, pages 7. Computer algorithms for plagiarism detection. IEEE Transaction on Education, 3. J. Understanding evolution process of program source for investigating software authorship and plagiarism. In Proceedings of the 2nd International Conference on Digital Information Management, MLDM Poster, pages 5. K. Software for detecting suspected plagiarism: Comparing structure and attribute- counting systems. In Proceedings of the 1st Australian Conference on Computer Science Education, pages 1. Sydney, Australia, 1. X. Shared information and program plagiarism detection. IEEE Transactions on Information Theory, 5. Program plagiarism detection using parse tree kernels. In Proceedings of the 9th Pacific Rim International Conference on Artificial Intelligence (PRICAI 2. Volume 4. 09. 9 of Lecture Notes in Computer Science, pages 1. Springer, 2. 00. 6. Plagiarism detection across programming languages. In Proceedings of the 2. Australasian Computer Science Conference. Waterman, Identification of common molecular subsequences, Journal of Molecular Biology 1. Java. CC : Java Compiler Compiler, https: //javacc. Electronic Source Code Plagiarism Detection . You can download the paper by clicking the button above.
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Modesto High School located in. The homeworks in Modesto High is average yep if you do your homework your OK. Great school academically with the IB Program. Seismic Isolation Of Highway Bridges Pdf FileHybrid Recentering Energy Dissipative Device for Seismic Protection. Department of Civil and Environmental Engineering, Syracuse University, Syracuse, NY 1. USAReceived 2. 0 May 2. Revised 3. 0 July 2. Accepted 1 August 2. Published 2. 3 September 2. Copyright . This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. A hybrid recentering energy dissipative device that has both recentering and energy dissipation capabilities is proposed and studied in this paper. The proposed hybrid device, referred to as the hybrid shape memory alloy (SMA) recentering viscous fluid (RCVF) energy dissipation device, connects the apex of a chevron brace to an adjoining beam using two sets of SMA wires arranged in series on either side of the brace and a viscous fluid damper arranged in parallel with the SMA wires. The viscous damper is used because being a velocity- dependent device it does not exert any force that counteracts the recentering force from the SMA wires after the vibration of the frame ceases. In the numerical study, the Wilde. To demonstrate the viability and effectiveness of the proposed hybrid device, comparative studies are performed on several single- story shear frames and a series of four- story steel frames. The results show that the frames equipped with the hybrid device have noticeably smaller peak top story displacements and residual story drifts when subjected to ground motions at three different intensity levels. Introduction. The concept of performance- based seismic design (PBSD) was developed as a result of a series of devastating earthquakes that occurred in the 1. The primary objective of PBSD is to provide guidelines and methods for siting, designing, constructing, and maintaining buildings so they have enough margin of safety to perform in a predictable manner under earthquake excitations. The Building Seismic Safety Council. For essential buildings and structures (e. Buildings without energy dissipative devices have to rely primarily on plastic or inelastic deformations, hysteresis, and localized damage of structural members to absorb the seismic energy. As the earthquake intensity increases, so do the inelastic deformations and damage level. On the other hand, buildings equipped with energy dissipative devices, such as viscoelastic, friction, and metallic dampers, often experience less inelastic deformations or damage due to their increased energy absorbing or damping capability. Depending on the severity of the earthquake, inelastic deformations. Residual deformations are undesirable because they can dramatically affect the functionality of the buildings, making them appear unsafe to occupants, increasing the - delta effect, impairing the buildings. Seismic Isolation Technology forSeismic Isolation Technology for Highway Bridges Base isolation is a collection of structural elements of a building that should substantially decouple the building's structure from the shaking ground thus protecting the building's integrity and enhancing its seismic. Usually, the researchers cut a notch at midspan in the tension flange of the steel beams except Kim and Harries. To initiate the debonding of CFRP, which was aimed at propagating towards the right support, they created a. Therefore, for buildings to achieve the performance levels of fully functional or operational, two important seismic design objectives. In case of large residual deformations, recentering capability becomes vital if a building is to remain fully functional or operational after an earthquake. Shape memory alloys (SMAs) are smart materials that exhibit certain unique and distinctive mechanical properties. Under a certain temperature range, SMAs can exhibit superelasticity effect in which they can undergo relatively large strain (up to 8%) . These features make SMAs ideal for use in recentering devices. However, SMAs cannot be solely relied upon for energy dissipation because of their relatively low damping effectiveness to cost ratio . SMAs are novel and expensive materials, although their prices are expected to drop with an expanded market. At present, a more cost effective approach is to combine the self- centering feature of SMAs with the energy dissipative capability of other dampers in a hybrid device to regulate structural response to earthquake excitation. In the past two decades, much research has been conducted to investigate the use of SMAs with various energy dissipative devices. In 2. 00. 8, Zhu and Zhang . In 2. 01. 1, Miller et al. They proposed a self- centering buckling resistant brace (SC- BRB) consisting of a typical BRB component that dissipates earthquake energy and pretensioned superelastic Ni. Ti shape memory alloy (SMA) rods that recenter the structure. In this paper, a new device called the hybrid SMA recentering viscous fluid (RCVF) energy dissipation device is proposed. The hybrid device is made from two sets of SMA wires and a viscous fluid damper, the former for recentering and the latter for energy dissipation purposes. The proposed hybrid device is to be installed between the apex of a chevron brace and the beam above, as shown in Figure 2. Although there are two sets of SMA wires in the hybrid device, only one is effective at a given moment. When the beam and chevron brace move relative to each other, one of the SMA wire sets will be stretched and the other will become slack. MCEER Technical reports present detailed accounts of current research work. Reports are reviewed by external peer reviewers, and are generally available shortly after submittal for publication. 18 Economical Design of Earthquake-Resistant Bridges Fig. 11 Kalkaiji Flyover: Integral construction, high durability, low maintenance, increased safety during earthquakes BASE ISOLATION, ENERGY DISSIPATION AND ELASTOMERIC. MCEER's ABC research work focuses principally on the development of seismic design guidelines for prefabricated reinforced concrete and segmentally constructed highway bridges of short to medium span length. The set that is being stretched will provide the recentering force for the frame. The reason for mounting the RCVF device on top of the chevron brace parallel to the beam as opposed to installing them along the axis of the braces is because this arrangement will subject the device to a larger relative displacement and velocities, hence allowing it to produce a larger restoring force and better energy dissipation for the frame. Figure 2: Conceptual design of a hybrid viscous SMA device. Compared with other hybrid devices mentioned earlier, the force provided by the viscous fluid damper (modeled as two dashpots parallel to the springs that represent the SMA wires) is velocity dependent. After a seismic event when vibration ceases, the velocity of the frame drops to zero and so does the force in the viscous fluid damper. Unlike other energy dissipative devices discussed above, the viscous fluid damper imposes no extra resistance against recentering and thus has the advantage of increasing the energy dissipative capacity of the frame without compromising the recentering force provided to the frame by SMA wires. In the following section, a brief description of SMA and fluid viscous damper, with emphasis on their constitutive modeling, will be given. Nonlinear quasistatic analyses are then carried out on a one- story shear frame having a RCVF device installed with different SMA wire sizes to demonstrate the recentering characteristics of the SMA wires. This will be followed by a nonlinear time history analysis of the frame equipped with the RCVF device to demonstrate the viability and verify the efficacy of this device by examining the peak story displacement (PSD) and residual story drift (RSD) experienced by the frame under three sets of ground motions. For purpose of comparison, the same analyses are carried out for three additional frames identical in geometries to the RCVF frame, except that one has no device installed on it, another has only the SMA wire sets installed, and the third has only the viscous fluid damper installed. To further demonstrate the effectiveness of the proposed hybrid device in mitigating earthquake damage to buildings, a series of six four- story steel frames are analyzed using nonlinear time history procedure, and their peak top story displacements and residual story drifts are compared. Finally, the numerical analysis results are summarized and conclusions are made. Behavior and Constitutive Model of SMAShape memory alloys (SMAs) are smart materials that exhibit two distinct properties desirable for earthquake resistant design, namely, the shape memory effect and the superelasticity effect. Under a certain temperature range, SMAs have the ability to revert to their original shape after they have been strained into the inelastic range. This is referred to as the shape memory effect. At another temperature range, SMAs can exhibit superelasticity effect in which they can undergo relatively large strain (up to 8%) . SMAs can exist in two different crystal phases. For Ni. Ti (acronym for nickel titanium or nitinol) alloy, these two phases are martensite and austenite, and, depending on the crystal orientation direction, martensite can exist in two forms: twinned or detwinned (Figure 3). Martensite is stable at low temperatures and high stresses, while austenite is stable at high temperatures and low stresses. These two phases have different mechanical properties and could be transformed into each other under different stress and thermal conditions. Therefore, SMAs can exhibit versatile properties when circumstances change. Chapter 4 Seismic Design and Retrofit WSDOT Bridge Design Manual M 23-50.16 Page 4-3 June 2016 3. Foundation modeling must be established such that uncertainties in modeling will not cause the internal forces of any elements. Annual Meeting Presentations 2010. General Session Presentations 2010. AASHTO Guide Manual for Bridge Element Inspection - Barton Newton.pdf AISC Certified Fabricator and Erector Program.pdf Best Practices for Roadway Tunnel. How to submit my research paper? What’s the process for publication of my paper? The journal receives submitted manuscripts via email only. Please submit your research paper in.doc or.pdf format to the submission email. Printable Version of April 2010 LFD Seismic Info: EPG 751.9 LFD Seismic presents the very latest information, but this pdf file may be helpful for those wanting to easily print the LFD seismic information as it was in April 2010. Seismic Isolation Of Highway Bridges Pdf FreeFigure 3: Different Ni. Ti solid phases. For temperature induced solid- to- solid phase transformations, there are four characteristic temperatures at which phase transformations occur: (1) the austenite start temperature, , where the material starts to transform from twinned martensite to austenite, (2) austenite finish temperature, , where the material is completely transformed to austenite, (3) the martensite start temperature, , where austenite begins to transform into twinned martensite, and (4) the martensite finish temperature, , where the transformation to martensite is completed (Figure 4). Different SMAs have different transformation temperature ranges and hystereses. Figure 4: Temperature induced phase transformations of a typical SMA. Within a given temperature range, the solid- to- solid phase transformations can occur as a result of applied stresses. Stress induced phase transformation gives rise to different mechanical behavior at different temperature ranges. When the temperature is below , SMA such as Ni. Ti is in its twinned martensite phase. If a stress above a critical level is applied, it undergoes a phase transformation to detwinned martensite and stays in this phase even upon removal of the applied load. The material can regain its initial shape only when it is heated to a temperature above . Chattanooga State Community College - Acalog ACMS. Please reference the following list to use access keys on your system. Alt and the accesskey, for Internet Explorer on Windows. Shift and Alt and the accesskey, for Firefox on Windows. Shift and Esc and the accesskey, for Windows or Mac. Ctrl and the accesskey, for the following browsers on a Mac: Internet Explorer 5. Safari 1. 2, Firefox, Mozilla, Netscape 6+. Regional Meetings for Transition Service Providers for 18-21 Year Olds. The purpose is to build the capacity of those who work with transition-aged. Program Guidelines/Teaching & Learning Standards. 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The closest airport is Ronald Reagan National Airport (DCA), and there is a blue line metro station at the airport. Alternatively, Dulles International Airport (IAD) is 6. Metro schedules and prices are available on the D. C. During the workshop, trains on the blue and yellow lines will run less frequently than usual and there will be a replacement shuttle bus in operation between the National Airport and Pentagon City stations. Please allow extra time for your journey if traveling by metro. Up- to- date information is available on the DC Metro website. Parking in the Georgetown area is extremely limited. Self parking is available at the hotel for an additional fee. If you have questions about the workshop, please contact education@asbmb. TSA Precheck Program . The TSA, not United, randomly selects travelers for expedited screening. The ability to use TSA Pre. The following describes several ways travelers can become eligible to participate in TSA Pre. They can enroll in the TSA Pre. 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Customers may sign up or already be enrolled for membership in a CBP Trusted Traveler program such as PreCheck. 4 Expedited Security Programs for More Seamless Air Travel. TSA Pre is an airport security program for U.S. The application process is similar to other expedited security programs in that you. The Transportation Security Administration (TSA) manages and operates an expedited security screening program, allowing certain travelers to move through security more quickly and easily when departing from participating. Expedited airport processing programs You are here. Expedited airport processing programs. Pasadena Drug & Alcohol Rehab Center. Pasadena Drug Rehab ASAP Substance Abuse Treatment Programs offers high quality compassionate care at affordable prices. ASAP Rehab is a Pasadena, California rehabilitation center specializing in the treatment of clients with issues of addiction and dual diagnosis. 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