• Title/Summary/Keyword: Bar Code

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Efficient Customer Reception Policy with QR code (QR코드를 활용한 효율적인 고객 클레임 업무처리청책)

  • Kim, Sung-Dong;Lee, Jong-Kun
    • Journal of Convergence Society for SMB
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    • v.2 no.1
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    • pp.1-9
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    • 2012
  • This work focuses on reducing claims by improving the existing receipt process, and proposed an executable Claims solving method used QR code. We propose a effected claim process methods after introduced claim process based on bar code, RFID. Also, we illustrated proposed claim solving method to M company and verified the useful and effectiveness by a survey.

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Vision-based Real-Time Two-dimensional Bar Code Detection System at Long Range (비전 기반 실시간 원거리 2차원 바코드 검출 시스템)

  • Yun, In Yong;Kim, Joong Kyu
    • Journal of the Institute of Electronics and Information Engineers
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    • v.52 no.9
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    • pp.89-95
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    • 2015
  • In this paper, we propose a real-time two-dimensional bar code detection system even at long range using a vision technique. We first perform short-range detection, and then long-range detection if the short-range detection is not successful. First, edge map generation, image binarization, and connect component labeling (CCL) are performed in order to select a region of interest (ROI). After interpolating the selected ROI using bilinear interpolation, a location symbol pattern is detected as the same as for short-range detection. Finally, the symbol pattern is arranged by applying inverse perspective transformation to localize bar codes. Experimental results demonstrate that the proposed system successfully detects bar codes at two or three times longer distance than existing ones even at indoor environment.

Shear Deformation Characteristics of Concrete Beams Strengthened with Steel/FRP Bar (철근 및 FRP Bar 콘크리트보의 전단변형 특성)

  • Shin, Geun-Ok;Rhee, Chang-Shin;Kim, Dae-Joong;Kim, Woo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.277-280
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    • 2006
  • This paper deals with the shear deformation charateristics of concrete beams strengthened with steel/FRP Bar. Applying the shear behavioral model based on shear deformation compatibility to RC beams tested by Ahmed K. El-Sayed et al.(2006), their transverse deformation in the web are calculated at ultimated loads after decoupling the shear carried by arch action in each beams. The calculated transverse deformation at ultimated loads are nearly same for the different reinforcement ratio. From these results, the temporary transverse deformation limit criterion is deduced. Using the proposed temporary limit criterion, the shear strength of concrete beams strengthen with FRP Bar tested by Ahmed K. El-Sayed et al.(2006) is predicted. These predicted values are compared with the measured values and the results are also compared with the current ACI and JSCE equation. The proposed method predicts the ultimate shear capacities more accurately than the equation of ACI and JSCE code. The predictions by the ACI and JSCE code are founded to be very conservative.

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The Hangul 4 State Bar Code System for the Automatic processing of Mail Items (우편물 자동처리를 위한 한글 4 State 바코드 시스템)

  • Park, Moon-Sung;Song, Jae-Gwan;Woo, Dong-Chin
    • The Transactions of the Korea Information Processing Society
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    • v.7 no.1
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    • pp.146-155
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    • 2000
  • This paper describes a 4-state bar code called HANGUL 4 ST that has been specifically designed for automatic processing of the letter mails, A HANGUL 4 ST bar code is a necessary data base that is applied data capture and data carrier with it all the information necessary for sorting, the amount capture for transportation of mail items, and valued-added services such as indicia, tracking and trace. The 4-state bar code information contents are composed of a postal code, delivery point, customer information including customer identification number and name, and parity bits for error detect and correct. The data density capability of HANGUL 4 St allows all useful sorting data and customer data to be encoded on one label. This supports better automatic processing in mail items, higher level of customer service and more efficient operation.

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Automating Warehouse Management Using a Bar-Code System (바-코드 시스템을 이용한 창고관리의 자동화)

  • 이성열
    • Journal of Korea Society of Industrial Information Systems
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    • v.4 no.1
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    • pp.20-27
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    • 1999
  • This study presents an Automated Warehouse Management System (AWMS) using a bar-code system The AWMS has been designed to be associated with an Integrated Production Management System (IPMS), which basically includes the following four modules i.e the sales management, production management, material management, and data management. Now, whenever storage or retrieval of the material occurs in the warehouse, the events could be processed quickly and accurately only through reading the 13 digit bar-code including 5 digit position code and simply typing in the number of material. Consequently, the AWMS associated with IPMS could automatically coincide the item counts on document with those in the warehouse. Also, this makes it possible to identify the material quantities in real time.

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The Design of User-Authentication technique using QR-Code recognition (스마트폰의 QR-Code의 인식 기법을 이용한 사용자 인증 기법 설계)

  • Lee, Yong Jae;Kim, Young Gon;Park, Tae Sung;Jun, Moon Seog
    • Journal of Korea Society of Digital Industry and Information Management
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    • v.7 no.3
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    • pp.85-95
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    • 2011
  • Smart phones, greatly expanding in the recent mobile market, are equipped with various features compared to existing feature phones and provide the conveniences to in several ways. The camera, one of the features of a smartphone, creates the digital contents, such photos and videos, and plays a role for the media which transmits information, such as video calls and bar code reader. QR-Code recognition is also one of the camera features. It contains a variety of information in two-dimensional bar code type in matrix format, and makes it possible to obtain the information by using smart phones. This paper analyzes the method of QR-Code recognition, password method-the existing user-authentication technique, smart card, biometrics and voice recognition and so on and thenn designs a new user-authentication technique. The proposed user-authentication technique is the technique in which QR-Code, which can be simply granted is read by smart phones and transmitted to a server, for authentication. It has the advantages in view that it will simply the process of authentication and conteract the disadvantages, such as brute force attack, man-inthe-middle attack, and keyboard hacking, which may occur in other authentication techniques.

A Using and Comparison of Bar Code and QR code (바코드와 QR 코드의 비교와 활용)

  • Joo, Heon-Sik
    • Proceedings of the Korean Society of Computer Information Conference
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    • 2013.01a
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    • pp.269-270
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    • 2013
  • 본 논문에서는 바코드와 QR 코드에 대해서 비교 및 활용을 나타내었다. 최근 모바일기기 사용 확대와 휴대 편리성으로 휴대폰의 편리성이 증가하면서 QR 코드의 사용이 대두되고 있다. 바코드는 1차원 코드로서 물류 및 판매정보관리시스템(POS)에서 널리 사용되었지만 정보량의 한계성을 가지고 있다. 이에 QR는 다층형 코드로서 바코드에 비해서 정보량과 정보의 종류에서 다양하게 이용될 수 있다. 또한 최근 휴대폰의 앱 기능의 활발한 이용으로 결제시스템, 명함, 웹, 이메일, 홍보, 멀티미디어 등 다양한 영역에서 QR 코드의 활용이 상당히 빈번하게 이용 될 것으로 사료한다.

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Bond and ductility: a theoretical study on the impact of construction details - part 1: basic considerations

  • Zwicky, Daia
    • Advances in concrete construction
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    • v.1 no.1
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    • pp.103-119
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    • 2013
  • The applicability of limit analysis methods in design and assessment of concrete structures generally requires a certain plastic deformation capacity. The latter is primarily provided by the ductility of the reinforcement, being additionally affected by the bond properties between reinforcing steel and concrete since they provoke strain localization in the reinforcement at cracks. The bond strength of reinforcing bars is not only governed by concrete quality, but also by construction details such as bar ribbing, bar spacing or concrete cover thickness. For new concrete structures, a potentially unfavorable impact on bond strength can easily be anticipated through appropriate code rules on construction details. In existing structures, these requirements may not be necessarily satisfied, consequently requiring additional considerations. This two-part paper investigates in a theoretical study the impacts of the most frequently encountered construction details which may not satisfy design code requirements on bond strength, steel strain localization and plastic deformation capacity of cracked structural concrete. The first part introduces basic considerations on bond, strain localization and plastic deformation capacity as well as the fundamentals of the Tension Chord Model underlying the further investigations. It also analyzes the impacts of the hardening behavior of reinforcing steel and concrete quality. The second part discusses the impacts of construction details (bar ribbing, bar spacing, and concrete cover thickness) and of additional structure-specific features such as bar diameter and crack spacing.