• 제목/요약/키워드: Code calibration

검색결과 125건 처리시간 0.034초

다단 12-비트 고속 파이프라인 A/D 변환기의 구조 설계 (An Architecture Design of a Multi-Stage 12-bit High-Speed Pipelined A/D Converter)

  • 임신일;이승훈
    • 전자공학회논문지A
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    • 제32A권12호
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    • pp.220-228
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    • 1995
  • An optimized 4-stage 12-bit pipelined CMOS analog-to-digital converter (ADC) architecture is proposed to obtain high linearity and high yield. The ADC based on a multiplying digital-to-analog converter (MDAC) selectively employs a binary-weighted-capacitor (BWC) array in the front-end stage and a unit-capacitor (UC) array in the back-end stages to improve integral nonlinearity (INL) and differential nonlinearity (DNL) simultaneously whil maintaining high yield. A digital-domain nonlinear error calibration technique is applied in the first stage of the ADC to improve its accuracy to 12-bit level. The largest DNL error in the mid-point code of the ADC is reduced by avoiding a code-error symmetry observed in a conventional digitally calibrated ADC is reduced by avoiding a code-error symmetry observed in a conventional digitally calibrated ADC is simulated to prove the effectiveness of the proposed ADC architecture.

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차세대 이동통신 시스템의 RF Calibration 기법에 관한연구 (A Study on RF Calibration Method of Next Generation Mobile Communication System)

  • 김완태;조성준
    • 한국항행학회논문지
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    • 제14권6호
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    • pp.859-864
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    • 2010
  • 차세대 이동통신은 하나의 시스템으로 다양한 서비스망에서의 운용을 위해 Multi-Core 시스템 구현에 대한 연구가 활발히 진행 중이다. 따라서 하나의 시스템으로 WiBro(Wireless Broadband), CDMA(Code Division Multiplexing Access), WCDMA(Wideband CDMA)등을 지원할 수 있는 모바일 시스템들이 출현할 것으로 예상된다. 하나의 시스템을 이용하여 다양한 서비스를 지원하기 위한 시스템은 광대역 주파수를 수용하여 다양한 FA(Frequency Assignment)를 지원해야 하며, 다양한 서비스 망으로의 핸드오버를 지원해야 한다. 특히, 셀 단위로 구성된 이동통신 시스템은 이동국이 사용하는 불안정한 송신 전력이 인접 시스템에 간섭으로 작용하여 시스템 채널 용량 및 셀 크기에 영향을 미치게 된다. 본 논문에서는 이동통신 시스템에서 발생되는 불안정한 시스템 동작에 의한 불규칙한 송신전력을 개선하고, 다양한 서비스 지원을 위한 이종망간 핸드오버 시 발생하는 불규칙한 전력 변화에도 안정적으로 전력을 사용할 수 있는 RF(Radio Frequency) Calibration 기법을 제안하였으며, 제안한 기법을 이용하여 이종망간 핸드오버 시 시스템의 전력사용에 대하여 분석하였다.

A 12-bit Hybrid Digital Pulse Width Modulator

  • Lu, Jing;Lee, Ho Joon;Kim, Yong-Bin;Kim, Kyung Ki
    • 한국산업정보학회논문지
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    • 제20권1호
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    • pp.1-7
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    • 2015
  • In this paper, a 12-bit high resolution, power and area efficiency hybrid digital pulse width modulator (DPWM) with process and temperature (PT) calibration has been proposed for digital controlled DC-DC converters. The hybrid structure of DPWM combines a 6-bit differential tapped delay line ring-mux digital-to-time converter (DTC) schema and a 6-bit counter-comparator DTC schema, resulting in a power and area saving solution. Furthermore, since the 6-bit differential delay line ring oscillator serves as the clock to the high 6-bit counter-comparator DTC, a high frequency clock is eliminated, and the power is significantly saved. In order to have a simple delay cell and flexible delay time controllability, a voltage controlled inverter is adopted to build the deferential delay cell, which allows fine-tuning of the delay time. The PT calibration circuit is composed of process and temperature monitors, two 2-bit flash ADCs and a lookup table. The monitor circuits sense the PT (Process and Temperature) variations, and the flash ADC converts the data into a digital code. The complete circuits design has been verified under different corners of CMOS 0.18um process technology node.

유공케이슨 방파제 활동 및 전도 한계상태설계를 위한 하중저항계수 보정 (Load & Resistance Factors Calibration for Sliding and Overturning Limit State Design of Perforated Caisson Breakwater)

  • 김동현
    • 한국해안·해양공학회논문집
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    • 제32권6호
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    • pp.458-464
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    • 2020
  • 유공케이슨 방파제의 한계상태설계법 개발을 위해 하중저항계수 보정을 수행하였다. 전국 항만의 12개 유공케이슨식 방파제에 대하여 설계변수의 불확실성을 고려한 신뢰성해석을 수행하였다. 목표신뢰성지수에 따른 부분 안전계수와 하중, 저항계수를 차례로 산정하였다. 최적화기법을 통해 한계상태설계법 개발을 위한 하중계수와 저항계수를 도출하였다. 최종 하중저항계수를 이용하여 방파제를 재설계하였으며 목표수준의 신뢰성지수를 상회하는지 검증하였다. 목표신뢰성지수를 변화시켜 해당 수준에 맞는 하중저항계수를 최종 제시하였다.

공간선형모형을 이용한 전산실험의 분석과 활용 (Analysis and Usage of Computer Experiments Using Spatial Linear Models)

  • 박정수
    • 품질경영학회지
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    • 제34권2호
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    • pp.122-128
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    • 2006
  • One feature of a computer simulation experiment, different from a physical experiment, is that the output is often deterministic. Moreover the codes are computationally very expensive to run. This paper deals with the design and analysis of computer experiments(DACE) which is a relatively new statistical research area. We model the response of computer experiments as the realization of a stochastic process. This approach is basically the same as using a spatial linear model. Applications to the optimal mechanical designing and model calibration problems are illustrated. Algorithms for selecting the best spatial linear model are also proposed.

Reliability analysis of tunnels with consideration of the earthquakes extreme events

  • Azadi, Mohammad;Ghasemi, S. Hooman;Mohammadi, Mohammadreza
    • Geomechanics and Engineering
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    • 제22권5호
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    • pp.433-439
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    • 2020
  • Tunnels are one of the most important constructions in civil engineering. The damage to these structures caused enormous costs. Therefore, the safe and economic design of these structures has long been considered. However, both applied loads on the tunnels as well as the resistance of the structural members are naturally uncertain parameters, hence, the design of these structures requires considering the probabilistic approaches. This study aims to determine the load and resistant factors of lining tunnels concerning the earthquake extreme events limit state function. For this purpose, tunnels that have been designed according to the previous design codes (AASHTO Tunnel LRFD 2017) and using reliability analysis, the optimum reliability of these structures for different loading scenarios is determined. In this paper, the tunnel is considered circular. Finally, the proper load and resistance factors are calculated corresponding to the obtained target reliability. Based on the performed calibration earthquake extreme events limit state function, the result of this study can be recommended to AASHTO Tunnel LRFD 2017.

Pertinent issues on the strength design of steel structures to AS4100-1998

  • Bradford, Mark A.
    • Steel and Composite Structures
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    • 제5권2_3호
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    • pp.87-101
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    • 2005
  • This paper describes of an overview to the strength rules in the Australian AS4100 Steel Structures Code that was first issued in Limit States Format in 1990. It focuses on pertinent and characteristic issues, such as the means of analysis for second order effects in frames, and highlights how the tiered approach may lead to efficient design using advanced analysis techniques. It also considers design against buckling in some detail, and shows how advanced solutions may be readily incorporated into the design rules. Implicit in the formulations are the necessity for ductility of the steel, and the scope of the code is limited to steels that display this necessary ductility characteristic.

개인선량계 교정을 위한 환산인자 계산 (Conversion Factors for Calibration of Personnel Dosimeters)

  • 이원구;이태영;하정우
    • Journal of Radiation Protection and Research
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    • 제16권1호
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    • pp.25-32
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    • 1991
  • MCNP 코드를 사용하여 LAEA에서 권고하고 있는 물팬톰과 미국내 선량계 성능시험 프로그램에서 규정하고 있는 PMMA 펜톰내 0.07mm 및 10mm 깊이에서의 환산인자 H(d)/Ka을 계산하였다. 계산은 팬톰의 한면에 수직으로 입사하는 단일에너지 광자의 확장정열범에 대해 수행하였다. 결과는 팬톰내에서 정의되는 선량당량으로 선량계를 교정할 때 환산인자로 사용될 수 있다.

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Binary Code를 이용한 CAVE용 자동 캘리브레이션 장치 개발 (Development of auto calibration system using binary code for CAVE)

  • 김도윤;박현근;박현우;김은미;김상연
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2009년도 제40회 하계학술대회
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    • pp.1875_1876
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    • 2009
  • 여러 대의 프로젝터로 VR 시스템을 구성할 경우 필연적으로 거쳐야 하는 캘리브레이션 과정을 자동으로 구성할 수 있는 방법을 제안한다. 프로젝터에서는 바이너리 코드 영상을 출력하고, 이 바이너리 영상을 주어진 위치에서 밝기값으로 측정하여 랜더링 시스템에 알려주는 형식으로 전체 시스템은 구성된다. 제안된 방식으로 하드웨어를 구성하였고, 실험을 통해 그 성능을 확인하였다.

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내진설계를 위한 지진 입력하중 조정 방법 (Method of the Calibration of earthquake Ground Motions for Seismic Design)

  • 공도환
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1998년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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    • pp.20-27
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    • 1998
  • In the current seismic design codes design earthquake is usually defined as the earthquake with the 90 percent probability of not being exceeded in the life time of a structure which is assumed as 50 years equivalent to the earthquake with 475 year recurrence period. However the life time of tall building structures may be much longer than 50 yers. The current seismic design code requires the modal analysis or dynamic time history analysis for the buildings with the height exceeding a certain height limit. The objective of this study is to collect the earthquake ground motion(EQGM) which can be used for dynamic time history analysis for tall buildings. For this purpose linear elastic design response spectrum (LEDRS) in the code is scaled to account for the recurrence period of the design earthquake. The earthquake ground motions which has been recorded are calibrated to fit the scaled LEDRS. The set of calibrated EQGM can be treated as design EQGM for the design of tall building with longer lifetime than ordinary building.

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