• Title/Summary/Keyword: 수평응답

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Development of a split beam transducer for measuring fish size distribution (어체 크기의 자동 식별을 위한 split beam 음향 변환기의 재발)

  • 이대재;신형일
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.37 no.3
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    • pp.196-213
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    • 2001
  • A split beam ultrasonic transducer operating at a frequency of 70 kHz to use in the fish sizing echo sounder was developed and the acoustic radiation characteristics were experimentally analyzed. The amplitude shading method utilizing the properties of the Chebyshev polynomials was used to obtain side lobe levels below -20 dB and to optimize the relationship between main beam width and side lobe level of the transducer, and the amplitude shading coefficient to each of the elements was achieved by changing the amplitude contribution of elements with 4 weighting transformers embodied in the planar array transducer assembly. The planar array split beam transducer assembly was composed of 36 piezoelectric ceramics (NEPEC N-21, Tokin) of rod type of 10 mm in diameter and 18.7 mm in length of 70 kHz arranged in the rectangular configuration, and the 4 electrical inputs were supplied to the beamformer. A series of impedance measurements were conducted to check the uniformity of the individual quadrants, and also in the configurations of reception and transmission, resonant frequency, and the transmitting and receiving characteristics were measured in the water tank and analyzed, respectively. The results obtained are summarized as follows : 1. Average resonant and antiresonant frequencies of electrical impedance for four quadrants of the split beam transducer in water were 69.8 kHz and 83.0 kHz, respectively. Average electrical impedance for each individual transducer quadrant was 49.2$\Omega$ at resonant frequency and 704.7$\Omega$ at antiresonant frequency. 2. The resonance peak in the transmitting voltage response (TVR) for four quadrants of the split beam transducer was observed all at 70.0 kHz and the value of TVR was all about 165.5 dB re 1 $\mu$Pa/V at 1 m at 70.0 kHz with bandwidth of 10.0 kHz between -3 dB down points. The resonance peak in the receiving sensitivity (SRT) for four combined quadrants (quad LU+LL, quad RU+RL, quad LU+RU, quad LL+RL) of the split beam transducer was observed all at 75.0 kHz and the value of SRT was all about -177.7 dB re 1 V/$\mu$Pa at 75.0 kHz with bandwidth of 10.0 kHz between -3 dB down points. The sum beam transmitting voltage response and receiving senstivity was 175.0 dB re 1$\mu$Pa/V at 1 m at 75.0 kHz with bandwidth of 10.0 kHz, respectively. 3. The sum beam of split beam transducer was approximately circular with a half beam angle of $9.0^\circ$ at -3 dB points all in both axis of the horizontal plane and the vertical plane. The first measured side lobe levels for the sum beam of split beam transducer were -19.7 dB at $22^\circ$ and -19.4 dB at $-26^\circ$ in the horizontal plane, respectively and -20.1 dB at $22^\circ$ and -22.0 dB at $-26^\circ$ in the vertical plane, respectively. 4. The developed split beam transducer was tested to estimate the angular position of the target in the beam through split beam phase measurements, and the beam pattern loss for target strength corrections was measured and analyzed.

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Growth of $CdGa_2Se_4$ epilayer using hot wall epitaxy method and their photoconductive characteristics (HWE에 의한 $CdGa_2Se_4$ 박막 성장과 광전도 특성)

  • 홍광준;이관교;이상열;유상하;신용진;서상석;정준우;정경아;신영진
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.7 no.3
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    • pp.366-376
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    • 1997
  • $CdGa_2Se_4$, epilayer of tetragonal type are grown on Si(100) substrate by hot wall epitaxy method. The source and substrate temperature is $580^{\circ}C$ and $420^{\circ}C$ respectively, and the thickness of the film is 3 $\mu \textrm{m}$. The crystallihe structure of epilayers were investigated by double crystal X-ray diffraction(DCXD). Hall effect on this sample was measured by the method of van der Pauw and studied on carrier density and mobility depending on temperature. From Hall data, the mobility was likely to be decreased by pizoelectric scattering in the temperature range 30 K to 200 K and by polar optical scattering in the temperature range 200 K to 293 K. In order to explore of photocurrent to darkcurrent (pc/dc), maximum allowable power dissipation (MAPD), spectral response and response time. The results indicated that for the samples annealed in Se vapor the photoconductive characteristics are best. Then we obtained the sensitivity of 0.98, the value of pc/dc of $9.62{\times}10^6$, the MAPD of 321 ㎽ and the rise and decay time of 9 ㎳ and 9.5 ㎳, respectively.

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생물자원보전 종합대책

  • Yu, Tae-Cheol
    • Proceedings of the Korean Society of Applied Entomolohy Conference
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    • 2006.09a
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    • pp.39-44
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    • 2006
  • 국제적으로 생물다양성 협약('92. 6) 및 생물다양성 협약총회('02. 4)에서 생물자원의 국가소유 권리 인정 후 생물주권 확보를 위한 국가 간 경쟁이 날로 치열해 지고 있다. 하지만 우리나라의 경우 10만종으로 추정되는 국내 생물종(種) 중 약 3만여종만 기록되어 있으며, 한반도 고유종도 2,322종만 문헌으로 확인되는 등 조사연구가 미흡한 상황에 있다. 또한 확보된 생물자원도 관리가 매우 미흡한 상태에 있다. 따라서 국가 생물자원 주권 확보 및 체계적인 생물자원 보전 관리를 위해 국가차원의 생물자원보전 종합대책을 수립하였다. 환경부는 동 종합대책을 통해 대한민국 영토에 분포 서식하고 있는 생물자원 정밀 탐색 조사를 통해 모든 생물의 표본을 수집 연구하여 자생생물의 총체를 확인하며, 자생생물의 분류분포생태 정보를 종합 정리한 한반도 생물지를 발간할 예정이다. 자생생물의 DB 구축 등 과학적인 생물자원 관리체계를 확립하고, 생물자원의 국외반출 관리를 강화할 예정이며, 생물분류 전문인력 육성, 권역별 생물자원과 설립, 생물자원 보전 연구시설 지원 등 생물자원 관리 인프라 구축을 추진할 예정이다. 또한 최근 급증하는 야생동물 질병(SARS, 조류독감 등)에 대한 조사 연구를 실시하며, 야생동물 구조 치료센터를 시 도별로 설립할 예정이며, 외래종의 관리를 더욱 강화하고, 멸종위기종의 보호복원을 체계적이고 지속적으로 추진할 예정이다. 동 종합대책은 생물자원 조사발굴 분야의 11개 과제, 생물자원보전 관리체계 확립 분야의 11개 과제, 생물자원보전 추진체계 구축 분야의 6개 과제 등 총 3개 분야 28개 세부추진과제로 구성되어 있다. 동 대책은 2013년까지 국비 2,960억원, 지방비 1,800억원 등 총 4,760억을 투자할 계획이다. 곳도 많아 온난화조건에서도 지역별 정밀기후 추정과 이에 근거한 최적품종의 선택, 이앙기 및 수확기 등 생육기간의 조절이 온난화 대응기술로서 유효할 것으로 기대된다.결과를 분석한 데이터를 차기 메일 발송에 꾸준히 적용함으로써 성공적인 이메일 마케팅 결과를 얻을 수 있을 것으로 기대된다.여 수평적인 의견도출과 각자 역할의 확대 및 변화를 시도할 수 있는 제작흐름이 되도록 고안된 제작구조이다.성을 환기시켜 객관적이고 비판적인 의식을 환기시키는 브레히트의 '소격화'의 효과가 소비자의 관심을 환기시켜 특정한 목적을 달성하려는 광고에 효율적으로 적용된 예 인 것이다. 재미, 기타 독특한 체험을 통해 소비자에게 유희라는 쾌락적 경험을 제공하고자 한다.고도로 통계적 유의차(p<0.001)가 있었다. 즐기는 음료로는 ${\ulcorner}$콜라${\lrcorner}$가 가장 많았으며(46.8%), 그 다음은 사이다, 주스 등의 순으로 나타났으나, 남 여 대학생간에는 유의성있는 차이는 없었다. 음식의 먹는 시기는 점심과 저녁사이의 ${\ulcorner}$간식${\lrcorner}$이 가장 많았으며(42.2%), 남 여 대학생간에는 유의한 차이는 없었다. 패스트푸드는 많은 사람들이 ${\ulcorner}$${\lrcorner}$이 좋기 때문에 이용하며(62.8%), 남 여 대학생간에는 통계적 유의성(p<0.05)이 인정되었다. 5. ${\ulcorner}$입맛의 서구화(36.4%)와 외식을 선호(29.1%)${\lrcorner}$ 하기 때문에 패스트푸드를 이용하게 된 것으로 응답 하였으며, 남 여 대학생간에

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A Study on the Breakwater Characteristics considering Seismic Magnitude (지진규모를 고려한 방파제 특성에 관한 연구)

  • Jeong, Jin-Ho;Lee, Kwang-Yeol;Lim, Chang-Kyu
    • Journal of the Korean Geosynthetics Society
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    • v.13 no.1
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    • pp.71-83
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    • 2014
  • Busan is located at the mouth of Nakdong River and if an earthquake occurs, it is very likely that the damage by the earthquake will be worse as liquefaction can happen in the sand layer, builtup soil, and landfill ground due to amplification in the lower sedimentary layer that is well developed in the river mouth. Therefore, this study first examined the possibility of liquefaction in the replaced sand layer under breakwater using 14 earthquakes in 5.6-7.9 scale and artificial earthquakes including the seismic wave suggested in the standard specifications for seismic design of ports and fishing port facilities to evaluate the stability of breakwater which is the primary protective structure for port facilities against earthquakes. Second, analysis on characteristics of the seismic energy and acceleration response spectrum by size of earthquake was performed to suggest the most appropriate size of seismic wave for the condition in Korea. Third, finite element analysis was performed using the suggested seismic wave to study the characteristics of earthquake by finding the dynamic lateral displacement of breakwater and verifying the stability of structure and the displacement and forces occurring at geotextile. Results of the study showed that the possibility of liquefaction in the landfill and replaced sand layer, the dynamic lateral displacement of breakwater, and changes of geotextile are greatly affected by the subsurface ground (replaced sand layer).

Seismic Response from Microtremor of Chogye Basin, Korea (초계분지의 상시미동 지진응답)

  • Lee, Heekyoung;Kim, Roungyi;Kang, Tae-Seob
    • Geophysics and Geophysical Exploration
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    • v.20 no.2
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    • pp.88-95
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    • 2017
  • Chogye basin, which is surrounded by country rock, has a closed-basin form. In such a basin, incident seismic energy can form multiply reflected waves, thus causing energy concentration to occur at this closed-basin area. Microtremor measurement survey was performed at the Chogye basin, which is located in Chogye-myeon and Jeokjungmyeon, Hapcheon-gun, Gyeongsangnam-do, Republic of Korea. Microtremor data were transformed into the frequency domain, and then the horizontal-to-vertical spectral ratios (HVSR) were calculated. Fundamental resonance frequencies were estimated from the HVSR results for every observation point. Using the empirical relationship between site period and thickness for sediment sites in Korea known from the previous study, the distribution of sediment thickness of the Chogye basin was estimated from the fundamental resonance frequencies. Being compared with the mountainous rim with steep slope, the measurement points inside the basin have low values of the fundamental resonance frequency with the minimum of 1.03 Hz, which corresponds to the thickness of sedimentary layer with the maximum depth of about 100 m. A three-dimensional basin model was constructed for bedrock topography of the Chogye basin by an interpolation of basin depths estimated at each measurement site.

Base Isolation of the 1/3 Scaled RC Building with the Laminated Rubber Bearings (적층고무형 면진 장치를 갖는 철근콘크리트 건물의 면진 특성)

  • Chang Kug-Kwan;Chun Young-Soo;Kim Dong-Young
    • Journal of the Korea Concrete Institute
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    • v.17 no.6 s.90
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    • pp.975-982
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    • 2005
  • Scientific community agrees about the fact that base Isolation provides interesting solutions to minimize the seismic risk. Reliability of such a technique is nowadays proofed by a large number of applications like public buildings, nuclear plants, bridges, etc. This paper reports the results of performance verification tests of the base isolated RC building with the laminated rubber bearings which is manufactured by enterprise in Korea. The shaking table tests were performed using a three story model scaled to 1/3 of the prototype RC apartment building. Several major earthquake records were scaled to different peak ground accelerations and used as input base excitations. Especially in this study, effect of earthquake characteristics on response reduction and effect of the intensity of excitations are studied. Through the verification tests, the validity of the applied base isolaion device and the response reduction effect against earthquakes are confirmed.

Analyses on limitations of binaural sound based on the first order Ambisonics for virtual reality audio (1차 Ambisonics에 의해 생성되는 가상현실 오디오용 양이 사운드의 한계에 대한 분석)

  • Chang, Ji-Ho;Cho, Wan-Ho.
    • The Journal of the Acoustical Society of Korea
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    • v.38 no.6
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    • pp.637-650
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    • 2019
  • This paper analyzes the limitations of binaural sound that is reproduced with headphones based on Ambisonics for Virtual Reality (VR) audio. VR audio can be provided with binaural sound that compensates head rotation of a listener. Ambisonics is widely used for recording and reproducing ambient sound fields around a listener in VR audio, and the First order Ambisonics (FOA) is still being used for VR audio because of its simplicity. However, the maximum frequencies with this order is too low to perfectly reproduce ear signals, and thus the binaural reproduction has inherent limitations in terms of spectrum and sound localization. This paper investigates these limitations by comparing the signals arrived at ear positions in the reference field and the reproduced field. An incidence wave is defined as a reference field, and reproduced over virtual loudspeakers. Frequency responses, inter-aural level differences, and inter-aural phase differences are compared. The results show, above the maximum cut off frequency in general, that the reproduced levels decrease, and the horizontal localization can be provided only around the forward direction.

A Study on the Seismic Performance of Energy-Dissipating Sacrificial Devices for Steel Plate Ginder Bridges (강합성 거더교에 적용된 희생부재형 에너지소산장치의 내진성능에 관한 연구)

  • Cho, Kwang-Il;Gwak, Pil-Bong;Mha, Ho-Seong;Kim, Sang-Hyo
    • Journal of the Earthquake Engineering Society of Korea
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    • v.11 no.3 s.55
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    • pp.87-96
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    • 2007
  • A new Energy-Dissipating Sacrificial Device (EDSD) is developed for steel plate girders, which can effectively dissipate the energy stored in the structures during seismic actions. To verify the performance of the EDSD, various seismic responses of a sample bridge with the EDSD are analyzed in terms of energy, member forces and deformation. The full scale model tests are conducted to certify the performance of the EDSD when it is applied on existing bridges. Using the improved hysteretic model of the sacrificial member, the seismic analysis for an example bridge is performed. The results show that the proposed EDSD under seismic excitations can significantly decrease the energy stored in the bridge structures and reduce the relative displacements of each superstructure to the ground. The EDSD is also found to function as a structural fuse under strong ground motions, sacrificing itself to absorb the excessive energy. Consequently, economical enhancement of the seismic performance of bridges can be achieved by employing the newly developed energy-dissipating sacrificial device.

Comparative Analysis of Seismic Records Observed at Seismic Stations and Smartphone MEMS Sensors (지진관측소와 스마트폰 MEMS 센서 기록의 비교분석)

  • Jang, Dongil;Ahn, Jae-Kwang;Kwon, Youngwoo;Kwak, Dongyoup
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.41 no.5
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    • pp.513-522
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    • 2021
  • A smartphone (SMP) includes a MEMS sensor that can record 3-components motions and has a wireless network device to transmit data in live. These features and relatively low maintenance costs are the advantage of using SMPs as an auxiliary seismic observation network. Currently, 279 SMPs are monitoring seismic motions. In this study, we compare the SMP records with the seismic station (SS) records to validate SMP records. The data used for comparison are records for five earthquakes that occurred in 2019, which are 321 SS data recorded by the Korea Meteorological Administration and the Korea Institute of Geoscience and Mineral Resources and 145 recorded by SMPs. The analysis shows that the event-term corrected average residual of the SMP MEMS sensor records is 0.59 which indicating that the peak horizontal acceleration by SMP is 1.8 factor bigger than the peak ground acceleration by SS. In addition, the residuals tend to decrease as the installation floor of the smartphone MEMS sensor increases, which is the similar trend with response spectra from SS.

Evaluation of Inertial Interaction of a Multi-degree-of-freedom Structure during a Large-scale 1-g Shaking Table Test (대형 진동대 실험을 이용한 다자유도 구조물의 관성 상호작용 평가)

  • Chae, Jonghoon;Yoon, Hyungchul;Jung, Jongwon
    • Journal of the Korean Geotechnical Society
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    • v.38 no.6
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    • pp.17-28
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    • 2022
  • The effect of the soil-structure interaction (SSI) on has been recently evaluated in shaking table tests. However, most of these tests were conducted on single-degree-of-freedom (SDOF) superstructures and a single-pile. This study investigates the inertial interaction effect of a multi-degree-of-freedom (MDOF) superstructure system with a group piles on a large-scale shaking table test. Whereas the SDOF superstructure system shows a single-frequency amplification tendency, the MDOF superstructure system exhibited amplification tendencies of the acceleration phase and frequency responses for multiple frequencies. In addition, the amplification phenomenon between the footing and the column-type superstructure exceeded that between the footing and the wall-type superstructure, indicating a greater inertial interaction effect of the column-type superstructure. The relationship between shear force and inertial force, the relative vertical and horizontal displacements on the footing was figured out. Also, the ananlysis of dynamic p-y curve at each depth was conducted. In summary, the MDOF and SDOP superstructure systems exhibited different behaviors and the column-type superstructure exerted a higher interaction effect than the wall-type superstructure.