• Title/Summary/Keyword: Bridge Tap

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High Efficiency Voltage Balancing Dual Active Bridge Converter for the Bipolar DC Distribution System (양극성 DC 배전 시스템을 위한 고효율 전압 밸런싱 듀얼 액티브 브리지 컨버터)

  • Lee, Minsu;Cheon, Sungmoon;Choi, Dongmin;Moon, Gun-Woo
    • The Transactions of the Korean Institute of Power Electronics
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    • v.27 no.5
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    • pp.391-396
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    • 2022
  • In this study, a new voltage-balancing dual-active bridge converter that integrates a DAB converter with a voltage balancer is proposed for a bipolar DC distribution system. The proposed converter is configured to connect two loads to the transformer secondary center tap of the DAB converter, and no additional components are added. The proposed converter has the same operation as the conventional DAB converter, and it makes both output voltages similar. Moreover, the imbalanced current offset between the two loads is bypassed only on the secondary side of the transformer. Consequently, the proposed converter integrates a voltage balancer without any additional components, and no additional loss occurs in the corresponding components. Thus, high efficiency and high power density can be achieved. The feasibility of the proposed converter is verified using 3 kW prototypes under 380 V input and 190/190 V output conditions.

1910's Tap-gol Park Construction Process through Design Document Interpretation (설계도서를 중심으로 본 1910년대 탑골공원의 성립과정)

  • Kim, Hai-Gyoung;Kim, Young-Soo;Yun, Hye-Jin
    • Journal of the Korean Institute of Traditional Landscape Architecture
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    • v.31 no.2
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    • pp.103-117
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    • 2013
  • This research analyzed the spatial components and establishment of the Tap-gol Park according to the plans between 1897 to 1916 when the discussions on the construction of the park began and it was accomplished as an urban park. The results are as follows. The establishment of Tap-gol Park can be divided by three period. Firstly, Tap-gol Park was owned by the royal family from 1987 to 1904. The discussions on construction of Tap-gol Park as a first urban park of Gyeongseong(京城) in 1897, and the private houses were tear down in order to secure land for the park in 1899. Gates and fences surrounding of Tap-gol Park were organized and it was opened in 1902 based on park plane of turtle - shaped. The octagonal pavilion for 'Lee-Wang-Jik musical band(李王職音樂隊)' was relocated in the southwestern part of the park in 1903. Secondly, Tap-gol Park was used actively by the public between 1910 to 1913, because it was opened for individuals. Also The boundary of Park were changed by surrounding facilities and recreational facilities and benefits was complemented for users. Tap-gol park was opened at nighttime in August 1913. Tap-gol Park was used as a place of amusement park. Thirdly, commercial facilities were made as the park facility between 1914 to 1916. The purpose of 'Kkikdajeom(喫茶店)' was similar to the one of modern cafes. It was built as a typical Japanese tea-house with a small pond having an island and a bridge constructed inside. With the increase of usage of Tap-gol Park as a recreational area by the citizens in 1916, the pavilion as a rest area and toilet as amenities were supplemented. Superintendent's office was equipped too. Simple chairs made from the wooden logs were installed around greenhouse, concert hall, the Wongaksa Buddhist temple(圓覺寺址十層石塔), and the flower garden was fenced round. After the relocation of Yongsan music band to Tap-gol Park, the existing concert hall was demolished. The shape of the park which was seen from the pictures of the magazines of 1920s were achieved as early as 1916. The importance of this research includes the basis to revise the errors of the preexistence researches and value of historical material of the design plan reference of the park which was accomplished during the Japanese colonial era. Also this research is to study on the spatial components of the modern landscape architecture and parks.

A Study on Provenance of the Stone Relics of WoljungGyo Bridge built in Silla Kingdom based on Geological Properties (신라시대 교량 월정교에 사용된 석재 유구의 지질공학적 특성에 근거한 산지 추정 연구)

  • Lee, Kwnag-wu;Cho, Sam-Deok
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.4
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    • pp.79-88
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    • 2016
  • A derelict bridge called WoljungGyo is being restored in Gyeongju, the capital city of ancient Silla. WoljungGyo was originally built in 760AD, and later rebuilt in 1280AD during the Goryeo Kingdom. The bridge lasted in working condition for at least 520 years. The bridge was uncovered to the remains of both abutments and four piers, with only one or two steps remaining. The provenance of the WoljungGyo stone relics was investigated to decide the type of stone for the restoration works. Field survey were carried out in the whole area of Gyeongju-Si with petrological investigation for the stone relics. Results of the study present that Namsan granite was used in those days for building of the WoljungGyo. It is seems that the used stones were obtained from tor or core stone around the Tongil-jeon and Tap-gok area in the east side of Mt. Namsan.

Seismic Performance Evaluation of Full-Sized RC Bridge Piers with tap-Spliced longitudinal Steels according to Lateral Confinement (주철근 겹침이음된 실물교각의 횡구속 정도에 따른 내진성능 평가)

  • Park Chang-Kyu;Chung Young-Soo;Ko Seong-Hyun;Lee Jae-Hoon
    • Journal of the Korea Concrete Institute
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    • v.16 no.5 s.83
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    • pp.687-696
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    • 2004
  • It has been known that practically unavoidable lap splices of longitudinal reinforcement in the plastic hinge region have a bad effect on the seismic performance of reinforced concrete bridge columns. Lap splices were usually located in the plastic hinge region of most bridge columns designed before the implementation of the new seismic design provisions of 1992 Korea Bridge Design specification. The objective of this research is to evaluate the seismic performance of full-sized reinforced concrete bridge piers with lap splice of longitudinal reinforcement in the plastic hinge region, and to develop an appropriate lateral confinement concept of RC bridge columns with lap-spliced longitudinal steels in low or moderate seismicity region. Eight test specimens in the aspect ratio of 4.0 were made with three types of lap splicing, two levels of confinement steel ratios and two types of tie configurations. It was confirmed from the Quasi-Static test that displacement ductility ratios were significantly reduced for nonseismic test columns with lap spliced longitudinal steels but were satisfied the seismic requirement for limited ductile design specimens. As a conclusion, pertinent lateral confinement content was proposed for the seismic. performance of RC bridge piers with $50\%$ lap-spliced longitudinal reinforcing steels in low or moderate seismicity region.

A Study on the Secondary Rectification-Methods for the Three-Level Converter

  • Bae, Jin-Yong;Kim, Yong
    • Journal of Electrical Engineering and Technology
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    • v.2 no.1
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    • pp.81-88
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    • 2007
  • This paper proposes a coupled inductor-based rectifier of a Three-Level (TL) DC/DC converter and compares the rectification methods of a TL converter. The CICDR- TL (Coupled Inductor Current Doubler Rectifier Three-Level) converter achieves ZVS (Zero Voltage Switching) for the switches in a wide load range. CDR (Current Doubler Rectifier) and CICDR Three-Level converter have low voltage and current ripple. Advantages and disadvantages of topology compared to the rectifier of bridge, center-tap, CDR, and CICDR are discussed. Experimental estimation results are obtained on a 27V, 60A DC/DC TL converter prototype for the 1.8kW, 40kHz IGBT based experimental circuit.

Analysis of Water Quality and Heavy Metals for Surface Water and Sediments of Upstream and Midstream in Nakdong River (낙동강 중 · 상류지역 하천의 표류수 및 퇴적층의 중금속 및 수질분석)

  • Ri, Chang Seop
    • Journal of the Korean Chemical Society
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    • v.44 no.6
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    • pp.547-555
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    • 2000
  • The surface water in the upstream and midstream of Nakdong river, which is being used as tap water and industrial water supply in Daegu city and Kyungpook province, was analyzed in its water quality. In addition, the sediments of which was analyzed in terms of heavy metal and organic substance contents. All the sampling was done in the drought season for 2 days of June 22-23 and carried out in 10 sampling sites. The sites cover the whole Kyungpook provincial region, starting from Yangsam Bridge in Chyeong Ryang Provincial Park as the upper end, to the Ko Ryung Bridge as the lower end sampling site of Nakdong river that flows through Kyungpook province. The 22 items including $NH^{+}_{4}$, $NO^{-}_{2}$ and COD were analyzed for surface water and 11 items including organic constituents(trichloroethylene, etc) and heavy metals were analyzed for sediments. The sediments samples were analyzed by elution testing method and acid dissolution method and then the results were compared with each other. All heavy metals in samples were determined by Inductively Coupled Plasma-Atomic Emission Spectroscopy(ICP-AES) and other constituents were analyzed by standard testing methods of the Korean Ministry of Environment.

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Assessment of the Naktong River Pollution after Phenol Spillage from the Kumi Industrial Estates II, Korea (페놀오염사건 이후의 낙동강수 오염평가)

  • Kim, Doo-Hie;Jang, Bong-Ki;Hong, Sung-Chul;Moon, Hyo-Jung;Lee, Duck-Hee;Oh, Hae-Ju
    • Journal of Preventive Medicine and Public Health
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    • v.26 no.2 s.42
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    • pp.268-281
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    • 1993
  • The aquatic quality of the Naktong river after two or three months in June, 1991 with phenol spillage from a electrical factory in Kumi was investigated. The samples were collected at six sites of the Naktong river basin and Kachang and Kongsan lakes. Phenol was not detected from all water samples. Turbidity was very much increased to the down stream in the Naktong river. The BOD and COD values exceeded the 2nd grade(3mg/l) of the Korean standard quality of Environmenal Water Act at the all sampling sites of the Naktong river. Especially, the value of COD at Kaejin (12.5mg/l) was poorly classified as to the 5th grade of water class for the environmental quality standards. Organophosphorous pesticides such as parathion, malathion, fenitrothion and diazinon were investigated but not detected. Diazinon was only detected at the Ilsan bridge(1.42ppb), Okkye stream(6.95ppb), Waekwan bridge(0.32ppb), Gangjung reservior(0.13ppb), Kaejin (0.05ppb). Of the carbamates such as carbanyl, isoprocarb and cabofuran, the carbofuran was detected all sites except tap water, and Kachang and Kongsan lakes. The content of heavy metals such as Cd, Pb, Zn, Fe, Mn, Hg were not exceeding for drinking water standards at the all sampling region, but only mecury was detected from Okkye stream(0.018ppb) and Kaejin (0.09ppb). In the regions of Kachang and Kongsan lakes, the content of heavy meatals were lower than that of reservior of Naktong river.

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Transformer Winding Method to Improve the Current Balance of Output Rectifiers in LLC Resonant Converters (LLC 공진형 컨버터에서 출력 정류단 전류의 분포 균등성 향상을 위한 변압기 권선방법)

  • Jung, Jee-Hoon;Na, Tae-Kwon;Choi, Jong-Moon;Kwon, Joong-Gi
    • Proceedings of the KIPE Conference
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    • 2008.06a
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    • pp.475-477
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    • 2008
  • LLC 공진형 컨버터는 주스위치의 ZVS와 출력정류단의 ZCS가 가능하여 높은 효율로 동작하고, 출력단에 인덕터를 사용하지 않는 장점으로 널리 사용되고 있다. LLC 공진형 컨버터의 출력단 구조는 크게 변압기의 센터탭(Center Tap) 방식과 출력정류기를 Full Bridge로 구성하는 방식이 있는데, 정류기 손실과 재료비 측면을 고려하면 센터탭 방식이 유리하다. 그러나 센터탭으로 분리된 2차측 권선간의 누설 인덕턴스 차이로 인하여 컨버터 동작의 반주기 마다 공진이 어긋날 수 있고, 출력정류단에 흐르는 전류의 RMS 크기도 매 반주기마다 달라져서 동작효율의 감소를 가져올 수 있다. 따라서 본 논문에서는 LLC 공진형 컨버터의 수학적 모델로부터 2차측 권선의 누설 인덕턴스 차이의 영향을 예측하고, 그 영향을 최소화할 수 있는 권선법을 제안한다. 또한 400W급 컨버터에서 실험을 통하여 제안한 방식을 실증하고자 한다.

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Design of Receiver Architecture for HomePNA 2.0 Modem (HomePNA 2.0 모뎀 수신부 설계)

  • Choi, Sung-Woo;Kim, Jong-Won
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.29 no.9A
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    • pp.991-997
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    • 2004
  • In this paper, we propose the architecture of modem receiver to fabricate HomePNA 2.0 chip. HomePNA suffers from inferior channel because of bridge tap, the effect of amateur HAM band and so on. To transfer data over such channel, HomePNA 2.0 uses training sequence to equalize channel and uses FD-QAM optionally as modulation method. So modem receiver demodulate QAM based signal and needs optimum architecture that fully uses these transmission feature. As a result of research, we define 2 mode function of modem receiver depending on TX/RX state. In this paper, particularly, we show the algorithm of equalizer, carrier phase recovery and frame synchromzationblock and propose architecture that improve the performance of channel equalization and is stable in operation. In the end, we estimate the performance of proposed HomePNA2.0 modem receiver over HomePNA TEST LOOP using SPW program.

Implant Supported Overdenture using Milled Titanium Bar with $Locator^{(R)}$ Attachment on Fully Edentulous Maxillae : A Case Report (상악 완전 무치악에서 $Locator^{(R)}$ attachment가 장착된 milled titanium bar를 이용한 임플란트 지지 피개의치: 증례 보고)

  • Oh, Sang-Chun;Han, Ji-Suk;Kim, Min-Jeong
    • Journal of Dental Rehabilitation and Applied Science
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    • v.27 no.2
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    • pp.223-231
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    • 2011
  • The purpose of this case report is to introduce new attachment system(milled titanium bar with $Locator^{(R)}$ attachment) for implant supported overdenture in maxillary edentulous patients. A 56-years-old male patient visited the hospital due to the mobility of his maxillary fixed partial dentures(10-unit bridge). Including temporomandibular joint(TMJ), there was no specific PMHs to influence dental treatment. In radiographic and clinical evaluation, there was a severe bone resorption and mobility in maxillary teeth. Accordingly all the remaining maxillary teeth was extracted and fabrication of implant supported overdenture was planned. The milled titanium bar with $Locator^{(R)}$ was designed as an attachment system, considering the stability and retention of denture, masticatory efficiency, oral hygiene care, esthetics, pronunciation, and patient's financial state. The milled titanium bar was manufactured using CAD/CAM technology, and $Locator^{(R)}$ attachment connected to the bar by tap & drill method. For over 1-year, in terms of function and esthetics, satisfactory result was obtained.