• 제목/요약/키워드: far field

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선체진동신호를 이용한 3차원 수중방사소음 패턴 산출에 대한 수치해석 연구 (A Numerical Analysis Study on the Estimation of the 3D Underwater Radiated Noise Pattern using the Hull Vibration Signals)

  • 이종주;강명환;한승진;배수룡;김재호;정우진
    • 한국소음진동공학회논문집
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    • 제24권10호
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    • pp.770-779
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    • 2014
  • In this study, a numerical estimation method for 3D underwater radiated noise pattern using hull vibration and total acoustic power of the vibrating structure in the far-field is proposed. The underwater radiated noise pattern is known to be predicted using the vibration signals and radiation efficiency of each surface patch. But it is very difficult to know radiation efficiency of each surface patch which is one of important factors to calculate the 3D underwater radiated noise pattern. Instead of using radiation efficiency of each patch, the underwater radiated noise level is modified with the total acoustic power of the vibrating structure. The suggested estimation method for underwater radiated noise pattern is discussed with numerical model.

외삽기법을 이용한 안테나의 원 ${\cdot}$ 근역장 절대이득 측정시스템 개발 (Development of the Near/Far Absolute Gain Measurement System Using an Extrapolation Technique)

  • 신준;강찬구;김정환;정낙삼
    • 대한전자공학회논문지
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    • 제27권2호
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    • pp.31-38
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    • 1990
  • 외삽기법을 시용하여 실내의 소형 안테나 레이지에서 안테나 이득을 측정할 수 있는 시스템을 개발하였다. 외삽기법은 안테나의 절대이득 측정에 보통 사용되는 2-안테나 방법과 유사한데 가까운거리 구간에서 수신되는 신호의 크기를 거리의 함수로 연속적으로 측정한 후 외삽법을 사용한 신호처리로 무한거리에서 수신되는 신호의 크기를 계산함으로써 안테나의 원역장 이득을 구할 수 있다. 또한 원역장 이득과 근역보정인자를 결합하여 근역장 이득을 안테나로부터의 거리의 함수로 구하는 것도 가능하다. 이 외삽기법을 사용하여 측정한 표준이득 혼 안테나와 OEC 안테나의 이득 측정결과를 고찰하였다.

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다수의 부체로 지지된 초대형 해양구조물에 작용하는 정상표류력(II) (Steady Drift Forces on Very Large Offshore Structures Supported by Multiple Floating Bodies in Waves(II))

  • 구자삼;조효제;홍사영;이창호;김경태
    • 대한조선학회논문집
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    • 제33권4호
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    • pp.150-161
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    • 1996
  • 본논문에서는 파중에서의 다수의 3차원 임의형상 부체에 의해 지지된 초대형 해양구조물에 작용하는 정상표류력 해석법을 제시한다. 3차원 특이점 분포법, 파의 상호간섭이론, 운동량 이론에 의한 Far field법과 3차원 골조구조를 다루기 위한 유한요소법을 결합하여 이론을 정식화하였으며, 수치계산 결과를 Kagemoto[6]에 의한 33(3행11렬)개의 footing형 축대칭 부체에 의해 지지된 해양구조물에 작용하는 정상표류력의 실험치 및 계산치와 서로 비교 검토함으로써 본 해석법의 타당성을 검정하였다.

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Semi-active leverage-type isolation system considering minimum structural energy

  • Lin, Tzu-Kang;Lu, Lyan-Ywan;Chen, Chi-Jen
    • Smart Structures and Systems
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    • 제21권3호
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    • pp.373-387
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    • 2018
  • Semi-active isolation systems based on leverage-type stiffness control strategies have been widely studied. The main concept behind this type of system is to adjust the stiffness in the isolator to match the fundamental period of the isolated system by using a simple leverage mechanism. Although this system achieves high performance under far-field earthquakes, it is unsuitable for near-fault strong ground motion. To overcome this problem, this study considers the potential energy effect in the control law of the semi-active isolation system. The minimal energy weighting (MEW) between the potential energy and kinetic energy was first optimized through a series of numerical simulations. Two MEW algorithms, namely generic and near-fault MEW control, were then developed to efficiently reduce the structural displacement responses. To demonstrate the performance of the proposed method, a two-degree-of-freedom structure was employed as a benchmark. Numerical results indicate that the dynamic response of the structure can be effectively dampened by the proposed MEW control under both far-field and near-fault earthquakes, whereas the structural responses resulting from conventional control methods may be greater than those for the purely passive control method. Moreover, according to experimental verifications, both the generic and near-fault MEW control modes yielded promising results under impulse-like earthquakes. The practicability of the proposed control algorithm was verified.

Fragility assessment of shear walls coupled with buckling restrained braces subjected to near-field earthquakes

  • Beiraghi, Hamid
    • Steel and Composite Structures
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    • 제33권3호
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    • pp.389-402
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    • 2019
  • Reinforced concrete walls and buckling restrained braces are effective structural elements that are used to resist seismic loads. In this paper, the behavior of the reinforced concrete walls coupled with buckling restrained braces is investigated. In such a system, there is not any conventional reinforced concrete coupling beam. The coupling action is provided only by buckling restrained braces that dissipate energy and also cause coupling forces in the wall piers. The studied structures are 10-, 20- and 30-story ones designed according to the ASCE, ACI-318 and AISC codes. Wall nonlinear model is then prepared using the fiber elements in PERFORM-3D software. The responses of the systems subjected to the forward directivity near-fault (NF) and ordinary far-fault (FF) ground motions at maximum considered earthquake (MCE) level are studied. The seismic responses of the structures corresponding to the inter-story drift demand, curvature ductility of wall piers, and coupling ratio of the walls are compared. On average, the results show that the inter-story drift ratio for the examined systems subjected to the far-fault events at MCE level is less than allowable value of 3%. Besides, incremental dynamic analysis is used to examine the considered systems. Results of studied systems show that, the taller the structures, the higher the probability of their collapse. Also, for a certain peak ground acceleration of 1 g, the probability of collapse under NF records is more than twice this probability under FF records.

다수의 부체로 지지된 초대형 해양구조물에 작용하는 정상표류력(I) (Steady Drift Forces on Very Large Offshore Structures Supported by Multiple Floating Bodies in Waves(I))

  • 조효제;구자삼;홍사영;이창호
    • 대한조선학회논문집
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    • 제32권4호
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    • pp.123-135
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    • 1995
  • 본 논문에서는 파중에서의 다수의 3차원 임의형상 자유부체에 작용하는 표류력 해석법을 제시한다. 3차원 특이점분포범, 파의 상호간섭이론 그리고 운동량 이론에 의한 Far field법을 결합하여 이론을 정식화하였으며, 수치계산 결과를 Kagemoto[10]에 의한 33(3행11열)개의 footing형 축대칭 부체에 작용하는 표류력의 실험치 및 계산치와 서로 비교 검토함으로서 본 방법의 타당성을 검정하였다. 최종적으로, 유한수심에서의 44(4행10열)개의 상자형 부체군에 대해 상호간섭을 고려한 결과와 고려하지 않은 결과를 서로 비교 검토함으로서 표류력에 대한 상호간섭의 영향을 평가하였다.

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An intelligent semi-active isolation system based on ground motion characteristic prediction

  • Lin, Tzu-Kang;Lu, Lyan-Ywan;Hsiao, Chia-En;Lee, Dong-You
    • Earthquakes and Structures
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    • 제22권1호
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    • pp.53-64
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    • 2022
  • This study proposes an intelligent semi-active isolation system combining a variable-stiffness control device and ground motion characteristic prediction. To determine the optimal control parameter in real-time, a genetic algorithm (GA)-fuzzy control law was developed in this study. Data on various types of ground motions were collected, and the ground motion characteristics were quantified to derive a near-fault (NF) characteristic ratio by employing an on-site earthquake early warning system. On the basis of the peak ground acceleration (PGA) and the derived NF ratio, a fuzzy inference system (FIS) was developed. The control parameters were optimized using a GA. To support continuity under near-fault and far-field ground motions, the optimal control parameter was linked with the predicted PGA and NF ratio through the FIS. The GA-fuzzy law was then compared with other control laws to verify its effectiveness. The results revealed that the GA-fuzzy control law could reliably predict different ground motion characteristics for real-time control because of the high sensitivity of its control parameter to the ground motion characteristics. Even under near-fault and far-field ground motions, the GA-fuzzy control law outperformed the FPEEA control law in terms of controlling the isolation layer displacement and the superstructure acceleration.

Cyclosulfamuron이 벼의 생육과 Acetolactate Synthase 활성에 미치는 영향 (Effect of Cyclosulfamuron on Rice Growth and Acetolactate Synthase Activity)

  • 지승환;송성도;정병룡
    • 한국환경농학회지
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    • 제22권1호
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    • pp.36-40
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    • 2003
  • 토양혼화실험을 통한 초장의 신장 억제를 조사한 결과 초장이 50% 억제되었을 때의 cyclosulfamuron의 농도를 품종별로 비교하여 보면 동진벼, 화성벼, 일품벼의 경우 각각 6.3, 9.2 146.8 mg/kg으로 동진벼가 제초제 cyclosulfamuron에 가장 민감하게 지상부의 생육이 억제되었다. 또한 cyclosulfamuron은 동일한 농도에서 지상부보다는 지하부의 생육을 더 크게 억제하였으며, 0.3mg/kg 처리 수준에서 동진벼의 경우 건물중의 억제정도는 지상부가 4.8% 정도이었으나 지하부는 38.9%이었다. 벼의 acetolactae synthase 활성을 cyclosulfamuron의 농도별로 검정한 결과 공시된 품종간에 큰 차이가 없었으며 50% 억제되는 농도는 화성벼, 동진벼 및 일품벼의 경우 각각 42.7, 32.7 및 $56.7\;{\mu}M$이었다.

분리형 감지기를 이용한 흐르는 물의 핵자기공명 측정연구 (Study on NMR Measurment of Flowing Water by a Separated Detector)

  • 우병칠;김철기;박포규;김창석
    • 한국자기학회지
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    • 제5권3호
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    • pp.165-170
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    • 1995
  • 자기적으로 분극 되어 큰 자화를 지닌 상태로 흐르는 물속 양성자의 핵스핀을 측정자장 영역에서 섭동자장을 인가하여 전이시키고, 이로부터 떨어진 지점의 고자장 하에 설치된 분리형 감지기를 이용한 양성자의 핵자기 공명신호 측정에 관한 연구를 수행하 였다. 감지기의 변조자장 크기, 변조자장 주파수 및 고주파 자장의 크기와 물 속도 및 측정자장 영역에서의 섭동 자장의 크기에 대한 핵자기 공명신호의 최적조건을 구하였다. 수 ${\mu}T$에서 mT 수준의 저자장 하에서 반치폭이 320 nT이고 신호 대 잡음비가 10.5인 Lorentz형 공명신호를 측정하였으며, 핵자기 공명신호의 크기 및 형태는 측정 자장의 크기 및 균일도와 무관하였다.

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Human Detection in Overhead View and Near-Field View Scene

  • Jung, Sung-Hoon;Jung, Byung-Hee;Kim, Min-Hwan
    • 한국멀티미디어학회논문지
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    • 제11권6호
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    • pp.860-868
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    • 2008
  • Human detection techniques in outdoor scenes have been studied for a long time to watch suspicious movements or to keep someone from danger. However there are few methods of human detection in overhead or near-field view scenes, while lots of human detection methods in far-field view scenes have been developed. In this paper, a set of five features useful for human detection in overhead view scenes and another set of four useful features in near-field view scenes are suggested. Eight feature-candidates are first extracted by analyzing geometrically varying characteristics of moving objects in samples of video sequences. Then highly contributed features for each view scene to classifying human from other moving objects are selected among them by using a neural network learning technique. Through experiments with hundreds of moving objects, we found that each set of features is very useful for human detection and classification accuracy for overhead view and near-field view scenes was over 90%. The suggested sets of features can be used effectively in a PTZ camera based surveillance system where both the overhead and near-field view scenes appear.

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