• 제목/요약/키워드: Bridge light

검색결과 242건 처리시간 0.027초

경량전철 P.S.C BEAM 교 설계 (P.S.C BEAM Bridge Design For Light Rail System)

  • 서석구;이상희;송창희
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2000년도 추계학술대회 논문집
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    • pp.352-357
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    • 2000
  • Design criteria of precast prestressed concrete bridge are analysed and design mettled is systemized. As a result. analysis and design program is developed. Parametric study and economic analysis are accomplished. and data base do design section is developed.

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주행면 단차에 의한 경량전철 교량의 충격 시뮬레이션 및 실험 (Simulation and Experimental Study on the Impact of Light Railway Train Bridge Due to Concrete Rail Prominence)

  • 전준태;송재필
    • 대한토목학회논문집
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    • 제30권1A호
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    • pp.45-52
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    • 2010
  • 본 연구는 AGT 시스템의 콘크리트 주행면에 발생할 수 있는 요철이 교량 구조물에 미치는 영향을 파악하고자 경북 경산의 경량전철 시험선 중 30 m P.S.C. 교량을 대상으로 지간 중앙에 10 mm의 단차를 설치하여 교량에 가해지는 충격량을 실험을 통해 확인하였다. 아울러 이미 개발된 컴퓨터 시뮬레이션 프로그램과 실험을 비교하여 시뮬레이션 프로그램의 실무 적용 가능성을 평가하였다. 실험 결과 콘크리트 주행면에 단차가 있는 경우 교량 변위는 미약하게 증가하였으나 가속도 응답은 5 km/h의 주행속도에서는 평균 345%, 20 km/h부터 60 km/h까지는 평균 50%가 증가하여 콘크리트 주행면 단차가 교량에 과도한 충격 및 진동을 유발하여 교량 내구성에 악영향을 미칠 수 있음을 확인하였다. 아울러 개발된 AGT 차량 및 교량 동적 상호작용 해석 프로그램으로 단차에 의한 교량 변위 및 가속도 응답 해석을 수행한 결과 실험과 유사한 응답 시뮬레이션이 가능하였다. 이는 추후 AGT 교량 설계와 AGT 콘크리트 주행면 관리를 위한 기준 설정에 효과적으로 활용할 수 있음을 확인하였다.

한강교량 경관조명 휘도 및 광색 측정조사 연구 (A study of luminance and light appearance measurement for Han River Bridge's flood lighting)

  • 이완수;여승민;이장희;박은경;심승연;정강화
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2005년도 춘계학술대회논문집
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    • pp.111-116
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    • 2005
  • This study examined the luminance and light appearance about 14 flood lighting established bridges of 26 Han River bridges and then analyzed the result through questionnaire and so on. Through this result, we looked out for new direction of analysis research for flood lighting that consider the problem of optimum brightness and light appearance harmony at flood lighting presentation, proposed to be utilized concretely in lighting design guideline for Han River bridge.

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경량전철용 I형강 격자바닥판에 관한 연구 (A study on Grid deck for LRT)

  • 이기승;백진기;구자성;이안호;성택룡
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2000년도 추계학술대회 논문집
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    • pp.328-335
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    • 2000
  • The substructure of Light Rail Transit is mainly built on elevated structure that is composed of pier, girder and bridge deck. The bridge deck mostly has been made by field formed reinforced concrete so far. The objectives of the study are to find a method for design and construction of the new bridge deck. I-beam is fabricated to make grid and concrete is poured on it at factory. This type can be used for maintenance of duty line by advantages such as good quality control and short construction time.

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국내외 PV PCS 기술현황 (Recent PV PCS Technology)

  • 최주엽;유권종;정영석;소정훈;최익
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2005년도 춘계학술대회
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    • pp.117-122
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    • 2005
  • This paper proposes an inverter for the grid-connected photovoltaic system based on the transformer-less inverter. This system consists of a high frequency converter bridge, high frequency transformer, diode bridge rectifiers, a DC filter, a low frequency inverter bridge, and an AC filter. The high frequency converter bridge switching at 20kHz is used to generate bipolar PWM pulse, and the high frequency transformer raise its voltage twice, which is subsequently rectified by diode bridge rectifiers to result in a full-wave rectified sine wave. Finally, it is unfolded by a low frequency inverter bridge to result in a 60Hz sine wave power output. Even though the high frequency link system needs more power semiconductors, a reduced size, light weight, and saved parts cost make this system more comparative than the other systems due to elimination of 60Hz transformer.

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AGT 시스템 안내레일 요철에 의한 교량 응답에 관한 실험적 연구 (A Experimental study on the Bridge Response of AGT System by Guiderail Prominence)

  • 강성원;한상철;이안호;정인근
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 추계학술대회 논문집
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    • pp.453-457
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    • 2007
  • AGT system is a kind of light railway train. AGT system use of concrete track and rubber tire, so it can be reduce the noise and vibration, compare to the normal train system. And, the dynamic responses of normal bridge are influenced by the dynamic characteristics of bridge, the speed of vehicle and the surface roughness of railway. But the AGT system bridge is influenced not only the above facts but also the guiderail unevenness, because, AGT vehicle steered by guiderail. So, in this study, optimized service condition is suggested for the design and operation of AGT system, by the means of experimental study. The experiments are executed for PSC bridge with length of 30m, at the AGT test line in Kyongsan. The test results are compared and investigated according to the prominence. In the test result, the guiderail prominence influenced on the dynamic response of bridge. It shows a increase as compared with no guiderail prominence in the dynamic response value acceleration, displacement, stain.

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인발성형 복합소재 교량 바닥판의 실험적 거동분석 (Experimental Study on Pultruded Composite Bridge Deck)

  • 이성우;김제인;김병석;배두병;박성용
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2003년도 가을 학술발표회 논문집
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    • pp.357-364
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    • 2003
  • In the conventional reinforced-concrete bridge deck, concrete and steels are likely to be deteriorated and corroded under the influence of noxious environment. To cope with these problems caused in the conventional reinforced-concrete bridge deck, pultruded composite bridge deck having light weight, high strength, corrosion resistance and durability is developed. For the DB24 truck load pultruded composite bridge deck is designed and fabricated. For the fabricated and assembled deck panel, structural testing such as flexural test, local fatigue test, flexural fatigue test are conducted to verify the deck capacity experimentally. In this paper design for deck profile, details of connection and experimental results of composite bridge deck are presented.

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조립식 교각의 프리스트레스 설계 (Design of Prestress for prefabricated bridge piers)

  • 김현호;심창수;정철헌;김철환;안동근
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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    • pp.225-228
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    • 2006
  • Fast construction of bridge structures is a new trend of bridge design. Accelerated bridge construction includes the construction of superstructures and substructures. In order to reduce the construction time for substructures, precast prestressed bridge piers are increasingly applied in other countries. One of the main concern in the design of precast piers is the determination of the axial prestress forces. The behavior of the piers should be investigated under service loadings and ultimate conditions. In this paper, the magnitude of prestress is calculated to control the stress at the joint of precast piers. Considering long-term behavior of prestressed piers, P-M diagrams for precast piers are obtained to verify the ultimate behavior of the piers. Based on these studies, precast piers are applied to the light-railway bridge piers.

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RF Generator Design for High-quality Power at Light Load

  • Hee Sung Shin;Shin Ui Lee;Kyung Hyun Lim;Euihoon Chung
    • 반도체디스플레이기술학회지
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    • 제23권2호
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    • pp.100-106
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    • 2024
  • To generate the plasma required in dry cleaning processes, the plasma chamber must be supplied with a high-quality AC voltage with a voltage of more than 1 kV and a frequency of 400 kHz. In the existing research, many methods to supply high power have been studied, but how to improve the quality of the power for high-quality plasma has been relatively little studied. In this paper, we propose a study to improve the quality of RF power circuit for high-quality plasma generation in dry cleaning method. Existing methods in the environment of full-bridge-based RF power circuits must perform PWM duty control in the light load region. This causes distortions in the waveform, resulting in poor power quality, which directly leads to poor plasma quality. To solve these problems, a half-bridge switching method is proposed and the improvement in waveform quality is verified. To verify the feasibility of the design and control algorithm proposed in this paper, an RF power circuit prototype is fabricated and the proposed design and control method is verified through simulation and actual experiments under dummy load.

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광패턴을 이용한 능동형 수위 및 거리 측정 기법 (Active Water-Level and Distance Measurement Algorithm using Light Beam Pattern)

  • 김낙우;손승철;이문섭;민기현;이병탁
    • 전자공학회논문지
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    • 제52권4호
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    • pp.156-163
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    • 2015
  • 본 논문은 광패턴 조사를 통한 능동형 수위 및 거리 측정 기법을 제안한다. 기존 압력식, 부자식, 초음파식, 레이더식 등의 수위측정기법과 달리 최근에는 수위측정의 정확성과 모니터링 편리성을 강조한 영상기반 수위측정기법이 활용되고 있다. 본 논문에서는 참조용 광패턴을 교각이나 제방 등에 동적으로 조사(照射)하고, 카메라 장치로부터 조사된 광패턴 영상을 실시간 분석 처리하여 자동 수위측정 및 조사(照射) 대상물까지의 거리측정을 위한 새로운 방법을 제시한다. 기존 방법이 교각에 기(旣) 부착된 수위표나 마커 인식을 위해 수동적으로 영상데이터를 분석하는 것이었다면, 본 기법은 교각 설치 환경에 대응하여 능동적으로 참조 광패턴을 생성하여 사용함으로써, 난시야(難視野) 환경 및 잡음 대응에 효과적이고, 포터블 형태로 주야간 이용이 가능하며, 별도 조명 설치를 요구하지 않는 등의 강건한 수위 측정을 지원한다. 본 실험은 실내 시험 환경을 구성하여 시뮬레이션 하였으며, 0.4-1.4m 거리 13.5-32.5cm 높이에서 수위 및 거리 측정을 수행하였다.