• 제목/요약/키워드: Small bridge

검색결과 537건 처리시간 0.027초

근접장 굴착진동이 도시철도 구조물에 미치는 동적영향 연구 (A Study on the Dynamic Effect Influencing to Urban Railway Structures by Vibration from Near-field Excavating Work)

  • 한우진;장승주;배상수;장승엽;방명석
    • 한국지반신소재학회논문집
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    • 제21권4호
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    • pp.41-53
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    • 2022
  • 본 연구에서는 도시철도에 인접하여 암반굴착공사를 실시할 때 발생하는 지반진동이 도시철도 구조물에 미치는 영향을 수치 해석을 통하여 검증하였다. 암반굴착공사는 발파공사와 굴착기계공사의 두 경우에 대하여 실시하였다. 발파공사는 굴착부지가 넓은 경우에 정밀진동제어방법과 소규모진동제어방법에 대한 해석을 실시하고 실무에서 기준처럼 사용하고 있는 발파진동 영향권을 검증하였다. 이 발파진동 영향권에서 제시하는 발파 이격거리는 범위가 매우 커서 범위 값 중 최소치에 발파점이 위치할 때 진동한계치를 넘어갈 수 있다. 굴착기계공사는 천공공사를 위한 어스오거와 착암공사를 위한 브레이커에 의한 지반진동이 도시철도 구조물에 미치는 영향을 검증하였다. 시험시공을 통하여 어스오거와 브레이커의 지반진동을 측정하고 보정을 거쳐서 수치해석을 위한 입력하중을 산출하였다. 수치해석은 터널구조, 개착식 박스구조, 고가교량구조에 대하여 실시하였다. 터널구조의 해석에서 결과는 어스오거는 현장 추정치와 비슷하나 브레이커에서는 현장에서 얻어지는 추정치보다 작다. 발파공 사이의 충전매질을 통한 충격파 전파 효과를 수치적으로 시뮬레이션하고 검증하였다. 개착식 박스구조에서는 굴착공과 박스사이의 매립토가 지반진동을 증폭시키는 형상이 발생하며 진동파가 박스구조물에 도달하면 일정한 값으로 수렴한다. 고가교량의 경우에는 진동하중이 상대적으로 작은 어스오거 지반진동은 파일기초에 도달하면서 작아지는데, 상대적으로 크고 주기적인 브레이커 지반진동은 교량 상부구조에 추가적인 지반 진동하중으로 작용함을 볼 수 있다.

분자 모니터링을 이용한 서낙동강과 남해 연안 플랑크톤 군집 분석 (Molecular Monitoring of Plankton Diversity in the Seonakdong River and Along the Coast of Namhae)

  • 김보경;이상래;이진애;정익교
    • 한국해양학회지:바다
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    • 제15권1호
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    • pp.25-35
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    • 2010
  • 플랑크톤의 종다양성은 특정 지역의 수계환경 변화 모니터링에 있어 중요 생태지표로써, 환경 평가에 유용한 정보로 사용되고 있다. 기존의 종다양성 평가는 주로 형태학적 형질에 근거한 종동정을 통해 이루어졌으나, 많은 시간과 전문성을 필요로 하고 연구자의 주관적 판단에 의존하는 단점이 있다. 따라서, 본 연구에서는 채수된 환경시료에 대해 보다 빠르고 정확한 플랑크톤 종다양성을 파악하기 위하여 분자마커를 활용한 분자모니터링 기법을 도입하였다. 서낙동강(김해교)과 남해 연얀(남해도) 정점에서 각각 채수된 환경시료에서 DNA를 추출한 후 18S nuclear ribosomal RNA 유전자를 대상으로 중합효소연쇄반응을 수행하였다. 클로닝 과정을 통해 만들어진 각각의 클론 라이브러리에서 클론을 무작위로 선택하여 제한효소절편다형성 패턴분석을 한 후 특이성을 가지는 클론을 선별하였다. 김해교에서는 60개 블론을 대상으로 44개의 특이적 클론을 선별하였고 남해에서는 150개 클론을 대상으토 27개의 클론을 선별하였다. 이틀 클론틀에 대한 염기서열 분석결과 다양한 계통분류군에 속승하는 플랑크톤의 종조성 결과를 보여주었다(김해교: Heterokontophyta(7), Ciliophora(23), Dinophyta(l), Chytridiomycota(l), Rotifera(I), Arthropoda (11), 남해: Ciliophora( 4), Dinophyta(3), Crγptophyta(l),Arthropoda(19)). 본 연구를 통하여 분자마커를 활용한 분자모니터링 기법이 기존 형태학적 형질에 근거한 분석이 가지는 한계를 보완하여 채수된 환경시료의 종조성 분석에 효율적으로 사용될 수 있다고 판단된다.

소형 풍력발전시스템의 직류전원 적용을 위한 운전제어 및 AC/DC변환 통합장치 개발 (Development of Operation Control and AC/DC Conversion Integrated Device for DC Power Application of Small Wind Power Generation System)

  • 홍경진
    • 한국인터넷방송통신학회논문지
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    • 제19권3호
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    • pp.179-184
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    • 2019
  • 전기가 부족한 개발도상국 같은 많은 나라에서는 Off Grid 형태의 소형풍력발전이 전력공급 문제를 해결하기 위한 효율적인 핵심 솔루션이다. 몇몇 국가에서는 전력계통의 확장과 전기가 부족한 지역의 감소로 소규모 풍력을 도시의 도로 조명, 모바일 통신 기지국, 양식업 및 해수 담수 등의 분야에 이용하기도 한다. 이런 변화에 따라 소형 풍력 산업 규모는 대규모 풍력보다 큰 잠재력이 기대되고 있다. 소형 풍력발전의 경우 발전기는 가변 속도로 제어되는 특성이 있으며 발전기에서 발생하는 전압 및 전류에는 많은 고조파 성분을 가지고 있다. 이를 해결하기 위해서 본 논문에서는 소형 풍력발전시스템의 직류전원 적용을 위한 운전제어 및 AC/DC 변환 통합장치를 제안하며 기존 AC to DC 컨버터는 단일 스위치를 갖는 3상 승압형 방식의 컨버터로서 인덕터 전류가 불연속모드로 제어되며, 입력전류의 고조파를 제거하여 단위역률을 갖는 특성을 갖는다. 제안된 컨버터는 입력단에 LCL 필터 및 3상 정류 승압형 컨버터, 계통연계를 위한 단상 풀브릿지 형태로 구성되어 있으며 에너지저장시스템(ESS) 기능이 부가된 제어 시스템으로 풍력발전을 이동 평준화 방식에 의해 급변하는 전력에 대해 계통 안정화를 추구할 수 있다.

A "deformable section" model for the dynamics of suspension bridges -Part II: Nonlinear analysis and large amplitude oscillations

  • Sepe, Vincenzo;Diaferio, Mariella;Augusti, Giuliano
    • Wind and Structures
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    • 제6권6호
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    • pp.451-470
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    • 2003
  • The classical two-degree-of-freedom (2-d-o-f) "sectional model" is of common use to study the dynamics of suspension bridges. It takes into account the first pair of vertical and torsional modes of the bridge and describes well global oscillations caused by wind actions on the deck, yielding very useful information on the overall behaviour and the aerodynamic and aeroelastic response; however, it does not consider relative oscillations between main cables and deck. On the contrary, the 4-d-o-f model described in the two Parts of this paper includes longitudinal deformability of the hangers (assumed linear elastic in tension and unable to react in compression) and thus allows to take into account not only global oscillations, but also relative oscillations between main cables and deck. In particular, when the hangers go slack, large nonlinear oscillations are possible; if the hangers remain taut, the oscillations remain small and essentially linear: the latter behaviour has been the specific object of Part I (Sepe and Augusti 2001), while the present Part II investigates the nonlinear behaviour (coexisting large and/or small amplitude oscillations) under harmonic actions on the cables and/or on the deck, such as might be generated by vortex shedding. Because of the discontinuities and strong nonlinearity of the governing equations, the response has been investigated numerically. The results obtained for sample values of mechanical and forcing parameters seems to confirm that relative oscillations cannot a priori be excluded for very long span bridges under wind-induced loads, and they can stimulate a discussion on the actual possibility of such phenomena.

DEEP-South: Round-the-clock Census of Small bodies in the Southern Sky

  • Moon, Hong-Kyu;Kim, Myung-Jin;Yim, Hong-Suh;Choi, Young-Jun;Bae, Young-Ho;Roh, Dong-Goo;Ishiguro, Masateru;Mainzer, Amy;Bauer, James;Byun, Yong-Ik;Larson, Steve;Alcock, Charles
    • 천문학회보
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    • 제40권1호
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    • pp.56.3-57
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    • 2015
  • As of early 2015, more than 12,000 Near-Earth Objects (NEOs) have been catalogued by the Minor Planet Center, however their observational properties such as broadband colors and rotational periods are known only for a small fraction of the population. Thanks to time series observations with the KMTNet, orbits, optical sizes (and albedo), spin states and three dimensional shapes of asteroids and comets including NEOs will be systematically investigated and archived for the first time. Based on SDSS and BVRI colors, their approximate surface mineralogy will also be characterized. This so-called DEEP-South (Deep Ecliptic Patrol of the Southern Sky) project will provide a prompt solution to the demand from the scientific community to bridge the gaps in global sky coverage with a coordinated use of the network of ground-based telescopes in the southern hemisphere. We will soon finish implementing dedicated software subsystem consisted of automated observation scheduler and data pipeline for the sake of increased discovery rate, rapid follow-up, timely phase coverage, and efficient data analysis. We will give a brief introduction to test runs conducted at CTIO with the first KMTNet telescope in February and March 2015 and experimental data processing. Preliminary scientific results will also be presented.

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새로운 절연된 영전압 스위칭 PWM 부스트 컨버터 (New Isolated Zero Voltage Switching PWM Boost Converter)

  • 조은진;문건우;정영석;윤명중
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 1994년도 하계학술대회 논문집 A
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    • pp.535-538
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    • 1994
  • In this paper, an isolated ZVS-PWM boost converter is proposed for single stage line conversion. For power factor correction, we used the half bridge topology at the primary side of isolation transformer permitting switching devices to operate under ZVS by using circuit parastics and operating at a fixed duty ratio near 50%. Thus the relatively continuous input current distortion and small size input filter are also achievable. The ZVS-PWM boost operation of the proposed converter can be achieved by using the boost inductor $L_f$, main switch $Q_3$, and simple auxiliary circuit at the secondary side of isolation transformer. The secondary side circuit differ from a conventional PWM boost converter by introduction a simple auxiliary circuit. The auxiliary circuit is actived only during a short switching transition time to create the ZVS condition for the main switch as that of the ZVT-PWM boost converter. With a single stage, it is possible to achieve a sinusoidal line current at unity power factor as well as the isolated 48V DC output. Comparing to the two stage schemes, overall effiency of the proposed converter is highly improved due to the effective ZVS of all devices as well as single stage power conversion. Thus, it can be operated at high switching frequency allowing use of small size input filter. Minimum voltage and current stress make it high power application possible.

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A deformable section model for the dynamics of suspension bridges -Part I : Model and linear response

  • Sepe, Vincenzo;Augusti, Giuliano
    • Wind and Structures
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    • 제4권1호
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    • pp.1-18
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    • 2001
  • The classical two-degree-of-freedom (2-d-o-f) "sectional model" is currently used to study the dynamics of suspension bridges. Taking into account the first pair of vertical and torsional modes of the bridge, it describes well global oscillations caused by wind actions on the deck and yields very useful information on the overall behaviour and the aerodynamic and aeroelastic response, but does not consider relative oscillation between main cables and deck. The possibility of taking into account these relative oscillations, that can become significant for very long span bridges, is the main purpose of the 4-d-o-f model, proposed by the Authors in previous papers and fully developed here. Longitudinal deformability of the hangers (assumed linear elastic in tension and unable to react in compression) and external loading on the cables are taken into account: thus not only global oscillations, but also relative oscillations between cables and deck can be described. When the hangers go slack, large nonlinear oscillations are possible; if the hangers remain taut, the oscillations are small and essentially linear. This paper describes the model proposed for small and large oscillations, and investigates in detail the limit condition for linear response under harmonic actions on the cables (e.g., like those that could be generated by vortex shedding). These results are sufficient to state that, with geometric and mechanical parameters in a range corresponding to realistic cases of large span suspension bridges, large relative oscillations between main cables and deck cannot be excluded, and therefore should not be neglected in the design. Forthcoming papers will investigate more general cases of loading and dynamic response of the model.

1p36 deletion syndrome confirmed by fluorescence in situ hybridization and array-comparative genomic hybridization analysis

  • Kang, Dong Soo;Shin, Eunsim;Yu, Jeesuk
    • Clinical and Experimental Pediatrics
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    • 제59권sup1호
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    • pp.14-18
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    • 2016
  • Pediatric epilepsy can be caused by various conditions, including specific syndromes. 1p36 deletion syndrome is reported in 1 in 5,000-10,000 newborns, and its characteristic clinical features include developmental delay, mental retardation, hypotonia, congenital heart defects, seizure, and facial dysmorphism. However, detection of the terminal deletion in chromosome 1p by conventional G-banded karyotyping is difficult. Here we present a case of epilepsy with profound developmental delay and characteristic phenotypes. A 7-year-and 6-month-old boy experienced afebrile generalized seizure at the age of 5 years and 3 months. He had recurrent febrile seizures since 12 months of age and showed severe global developmental delay, remarkable hypotonia, short stature, and dysmorphic features such as microcephaly; small, low-set ears; dark, straight eyebrows; deep-set eyes; flat nasal bridge; midface hypoplasia; and a small, pointed chin. Previous diagnostic work-up, including conventional chromosomal analysis, revealed no definite causes. However, array-comparative genomic hybridization analysis revealed 1p36 deletion syndrome with a 9.15-Mb copy loss of the 1p36.33-1p36.22 region, and fluorescence in situ hybridization analysis (FISH) confirmed this diagnosis. This case highlights the need to consider detailed chromosomal study for patients with delayed development and epilepsy. Furthermore, 1p36 deletion syndrome should be considered for patients presenting seizure and moderate-to-severe developmental delay, particularly if the patient exhibits dysmorphic features, short stature, and hypotonia.

교량용 후판 다층용접시 잔류응력과 변형에 미치는 루트간격의 영향 (Effects of Root Gap on Residual Stresses and Deformation in the Multi-Pass Weld of Thick Plates for Steel Bridge)

  • 장경복;김하근;강성수
    • Journal of Welding and Joining
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    • 제17권1호
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    • pp.88-96
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    • 1999
  • The effects of root gap on welding residual stress and deformation are dealt with the multi-pass weldment with three kinds(0, 6, 30mm) of root gap by F.E.M common code, and then compared with experiment data. In this analysis, an 100% ramp heat input model was used to avoid numerical convergence problem due to an instantaneous increase in temperature near the fusion zone, and the effect of a moving arc in a two dimensional plane was also included. During the analysis, a small time increment was applied in a period with instantaneous temperature fluctuation while a large time increment was used in the rest period. The residual stress is distributed as symmetric types and maximum value is also equivalent when the weldment with 0mm and 6mm root gap is welded. In the case of 30mm root gap welding, the distribution of the residual stress extends over a wide range as asymmetric types due to the built-up weld, and most of the residual stress is biased in the side of a built-up weld part. In case of 0mm gap welding and 6mm gap welding, a little angular distortion occurs, but the level of deformation is small. When the weldment with 30mm root gap is welded, the angular deformation of the asymmetric types, however, occurs larger than the other specimens. The experimental and the analytic results show good coincidence and indicate that the welding residual stress and deformation distribution of 30 mm root gap specimen may be asymmetric and the amplitude is larger than those of root gap specimen under standard.

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3축 분력 측정이 가능한 대형 공구동력계 개발 (Development of Large-scale Tool Dynamometer for Measuring Three-axis Individual Force)

  • 김중선;왕덕현
    • 한국기계가공학회지
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    • 제18권5호
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    • pp.29-36
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    • 2019
  • In modern society in which the fourth industrial revolution has come to the fore and rapid technology innovations are taking place, a phenomenon of making and selling small quantities of various products that consumers want instead of mass producing one item has emerged. As the market is moving toward the multi-item small-sized production system, there is a need for a system in which a machine independently judges and carries out machining and post-processing. In order for a machine to judge processing on its own, it is necessary to measure the force applied to a product. This study aimed to develop a large-scale dynamometer that enables three-axis measurement using octagonal ring load cells. As for the device's configuration, four octagonal ring load cells, which were previously researched, were used to enable three-axis measurement. It was reconfigured by modifying the attachment position of the octagonal ring load cells' strain gauge and the Wheatstone bridge of each axis, and a system was set up to allow the monitoring of data measured through the monitor. The configured device calculated a strain rate by an experiment, and this rate was compared with the theoretical strain rate to find a correction value. The correction value was entered into a formula, deriving a modified formula. The modified formula was entered into the device, which completed the large-scale dynamometer.