• 전기전자학회논문지
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• 제23권2호
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• pp.636-641
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• 2019

저항형 센서 브리지들을 인터페이싱 하기 위한 간단한 저항 편차-시간 주기 변환기를 제안한다. 제안된 변환기는 두 개의 2세대 전류 컨베이어(current conveyor II: CCII)로 구성된다. 제안된 변환기는 연산 증폭기 또는 연산 트랜스컨덕턴스 증폭기(OTA)로 구성되는 기존의 변환기들보다 회로 구성이 간단하다는 장점을 가진다. 제안된 변환기를 AD844로 구현한 CCII를 이용하여 PSPICE 시뮬레이션을 진행하였다. 실험 결과는, 변환기가 $100{\sim}500{\Omega}$의 저항 편차 범위에 걸쳐서 $0.01934ms/{\Omega}$의 변환 감도를 가지며 선형 오차는 ${\pm}0.002%$ 이내라는 것을 보여준다.

• 전기전자학회논문지
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• 제12권3호
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• pp.167-171
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• 2008

저항형 센서 브리지를 인터페이싱 하기 위한 저항 편차-주파수 변환기를 제시하였다. 이 변환기는 선형 연산 트랜스컨덕턴스 증폭기(linear operational transconductance amplifier: LOTA)와 전류-제어 발진기(current-controlled oscillator: CCO)로 구성된다. 제시된 변환기를 상업용 개별 소자들을 이용하여 SPICE 시뮬레이션 하였다. 시뮬레이션 결과는, 변환기가 16.90 kHz/${\Omega}$의 변환 감도와 ${\pm}$0.03 %의 최대 선형 오차를 가진다는 것을 보여준다.

• ETRI Journal
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• 제29권1호
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• pp.70-78
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• 2007

A new low-voltage CMOS interface circuit with digital output for piezo-resistive transducer is proposed. An input current sensing configuration is used to detect change in piezo-resistance due to applied pressure and to allow low-voltage circuit operation. A simple 1-bit first-order delta-sigma modulator is used to produce an output digital bitstream. The proposed interface circuit is realized in a 0.35 ${\mu}m$ CMOS technology and draws less than 200 ${\mu}A$ from a single 1.5 V power supply voltage. Simulation results show that the circuit can achieve an equivalent output resolution of 9.67 bits with less than 0.23% non-linearity error.

• 전기전자학회논문지
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• 제19권4호
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• pp.479-485
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• 2015

A resistance deviation-to-time interval converter based on dual-slope integration using second generation current conveyors (CCIIs) is designed for connecting resistive bridge sensors with a digital system. It consists of a differential integrator using CCIIs, a voltage comparator, and a digital control logic for controlling four analog switches. Experimental results exhibit that a conversion sensitivity amounts to $15.56{\mu}s/{\Omega}$ over the resistance deviation range of $0-200{\Omega}$ and its linearity error is less than ${\pm}0.02%$. Its temperature stability is less than $220ppm/^{\circ}C$ in the temperature range of $-25-85^{\circ}C$. Power dissipation of the converter is 60.2 mW.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.517-522
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• 2000

In the past few years, the nondestructive inspection technology has greatly developed due to the increased necessity to gain a complete understanding of the bridge behavior. Especially, the deformations of bridges contain a lot of informations about its health state. By measuring these deformations it is possible to analyze the loading and aging behavior of the structure. However, the current methods (such as LVDT, dial gage, optical displacement tranceducer, etc) are often of changeable application on site and have the limitations of installation. In this paper, the classical beam theory was reviewed and the deflections of structure are estimated using measured strain which is easy to acquire. The applicability of this algorithm is verified by a preliminary steel beam test and two types of concrete beam tests. Also fiber optic sensors as well as resistive strain gages were installed in the concrete beams to establish the applicability of fiber optic sensors in the field of civil engineering.

• 융합신호처리학회논문지
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• 제9권2호
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• pp.146-153
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• 2008

본 연구에서는 $0.8{\mu}m$ 아날로그 혼합 CMOS 기술에 의한 2단 연산 증폭기를 가진 집적화된 습도센서 시스템을 설계 및 제작하였다. 시스템은 28핀 및 $2mm{\times}4mm$의 크기를 가졌으며, 휘스톤 브릿지형 습도센서, 저항형 습도센서, 온도센서 및 신호의 증폭과 처리를 위한 연산증폭기를 단일 칩에 구성하였다. 기존의 CMOS 공정에 트렌치형의 감지 영역을 형성하기 위해 폴리-질화 에치 스탑 공정을 시도하였다. 이러한 수정된 기술은 CMOS 소자의 특성에 영향을 주지 않았고, 표준 공정으로 동일 칩 상에 센서와 시스템을 제작할 수 있도록 하였다. 연산증폭기는 이득 폭이 5.46 MHz 이상, 슬루율이 10 V/uS 이상으로 센서를 동작하기에 안정된 특성을 보였다. N형 습도감지 전계효과 트랜지스터의 드레인 전류는 상대습도가 10%에서 70%로 변화할 때 0.54mA에서 0.68 mA로 변화하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제5권3호
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• pp.173-180
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• 2001

In the past few years, the nondestructive inspection technology has greatly developed due to the increased necessity to gain a complete understanding of the bridge behavior. Especially, the deformations of bridges contain a lot of informations about its health state. By measuring these deformations it is possible to analyze the loading and aging behavior of the structure. However, the current, methods (such as LVDT, dial gage, optical displacement transducer, etc) are often of changeable application on site and have the limitations of installation. In this paper, the classical beam theory was reviewed and the deflections of structure are estimated using measured strain which is easy to acquire. The applicability of this algorithm is verified by laboratory(simple reinforced concrete beam) and field test. By this test, we proposed correction factor to estimate deflection of reinforced concrete beam after cracking, and analyze about the generation of correction factor. Also fiber optic sensors as well as resistive strain gages were installed in the concrete beams to establish the applicability of fiber optic sensors in the field of civil engineering.