• Title/Summary/Keyword: 이두식

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The Period of Abortion Storm Caused by Equine Herpesviruses in Thoroughbred Breeding Farms in South Korea (국내 Thoroughbred경주마 생산목장에서 Equine Herpesvirus에 의한 유산폭풍의 발생기간)

  • Yang, Jaehyuk;Park, Yong-Soo;Nho, Whan-Gook;Son, Won-Geun;Lee, Du-Sik;Hwang, Kyu-Kye;Lim, Yoon-Kyu
    • Journal of Practical Agriculture & Fisheries Research
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    • v.16 no.1
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    • pp.105-113
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    • 2014
  • Equine herpesvirus type 1 (EHV-1) is an economically important pathogen of horses and exerts its major impact by inducing abortion storms and sporadic abortions in pregnant mares, early neonatal death in foals, and respiratory disease in young horses. Although equine herpesvirus type 4 (EHV-4) rarely causes clinical manifestations of disease in organs other than the respiratory track, isolated cases of myeloencephalopathy and sporadic abortions have been reported in EHV-4 infections. Here, we report an abortion storm in Thoroughbred breeding farms in Jeju island, South Korea. It occurred for 16 days from first abortion to last one. There were no clinical signs prior to abortion and stillbirth in broodmares. Two PCR-primers were made on glycoprotein B gene of EHV-1 and EHV-4 to amplify specific common regions of the viruses. We could detect the virus specific genes in aborted samples by PCR, and concluded that the cause of abortion storm was EHV infection. This report describes the first abortion storm case caused by EHV in Thoroughbred breeding farms in South Korea.

A Study on Muscle Fatigue Changes using AR Model-based Median Frequency in EMG (AR모델을 이용한 중앙주파수의 근피로 변화에 관한 연구)

  • Cho, EunSeuk;Cha, Sam;Lee, Sangsik;Lee, Kiyoung
    • The Journal of Korea Institute of Information, Electronics, and Communication Technology
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    • v.2 no.1
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    • pp.17-22
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    • 2009
  • In this paper, we extract well-known parameters such as zero crossing rate(ZCR), low band energy(Band) and median frequency(MDF) from surface electromyogram (EMG), and compare to evaluate themselves as measures for fatigue. In experiments, 3 males and 3 females volunteered to participate in surface EMG recordings placed on the biceps brachii and each recording experiment continued until exhaustion.

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A Case of Neurilemmoma of Intercostal Nerve (늑간신경에 발생한 신경초종 1예)

  • Lee, Du-Yeon;Gye, Gi-Sik;Song, Gye-Yong
    • Journal of Chest Surgery
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    • v.11 no.3
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    • pp.239-245
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    • 1978
  • Recently, we experienced a case of rare neurilemmoma originated from intercostal nerve [9th] in the right chest wall in a 25 year old male officer. The tumor was incidentally found in the routine chest X ray, where the round well circumscribed mass tumor the ninth rib with notching and sclerotic margin, suggesting slowly growing benign benign of chest wall was revealed and the tumor mass was easily extirpated in the exploratory thoracotomy, with uneventful recovery. Grossly, the tumor was firm, partly soft and well circumscribed, measuring 4.5X3.0X 3.0 cm with yellowish smooth outer surface, attached with intercostal nerve trunk. Cut surface exhibits partly grayish white and largely hemorrhagic areas. Microscopically, the characteristic palisading arrangement of schwann cells and Verocay bodies are seen but dominant features are cystic degeneration and hemorrhage with organization and fibrosis. The sheath of intercostal nerve and capsule of neurilemmoma were con joined. There is no evidence of malignancy. The tumor was confirmed as neurilemmoma of intercostal nerve, Antony type B.

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Plan IE Design Of Extradosed Bridge Supported by Single Plane Cables (일면지지식 Extradosed교의 계획 및 설계)

  • 이종대;이두화;권소진;김종수;손준상
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.615-620
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    • 2001
  • The aim of this paper is to open up a relatively new type in bridge engineering by introducing plan and design of extradosed bridge which is implemented in Sungnam-Janghowon T/K project. The topic encompasses parametric study including the behavior of the bridge relevant to the cable layout, the distance from pier table to the first cable's location, the height of pylon, the stiffness of cross section and wind vibration to ascertain sectional type of bridge and span length. For the purpose of the knowledge base presented here, the important feature of design is recommended such as modeling method, camber control, finite element analysis and heat hydration of pier table. We can verify the issue related to the characteristics of extradosed bridge as a result of study and design endeavor.

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Asymmetric Optical Pick-Up Actuator with PCB-Coil (PCB-Coil을 이용한 비대칭 광픽업 액추에이터)

  • 임장영;신경식;홍구;김진기;전영진;이두환;배원철;이재걸
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2004.05a
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    • pp.362-365
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    • 2004
  • 'Coil' occupies a much important position in delivering driving force of optical pick-up actuators. Up to now the main stream has been a winding coil type actuator, but actuators using FP-Coil(Fine Pattern Coil) have been considered for the more compacted and simple manufacturing process and have variously spreaded the application fields by product. We have tried to design actuators using PCB-Coil(Printed Circuit Board Coil) which has benefits in terms of price and manufacturing process. Especially this research has two main things those are to reduce the vibration of sub-resonance and to assure the do sensitivity in the performance of asymmetric optical pick-up actuator with PCB-Coil.

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Impedance Analysis of Ship Equipment Foundation and Its Verification (선박용 장비받침대의 임피던스 해석 및 검증)

  • Lee, Doo-Ho;Kim, Bong-Ki;Byun, Joung-Woo;Kim, Hyun-Sil
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.21 no.5
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    • pp.393-399
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    • 2011
  • An empirical formula proposed by Petersson and Plunt(PP's formula) and finite element analysis for impedance calculation of ship equipment foundations are investigated by comparing the analysis results with those of experimental results. The PP's formula well estimates resonant frequency of the foundations and impedance level except around the resonant region although the impedance level around the resonant frequency is heavily dependent upon the assumed loss factor. The results show that the PP's formula and finite element models can be complementarily used to estimate the impedance characteristics of various types of foundation of ships in design stage.

Long Gap Esophageal Atresia Successfully Treated by Esophageal Lengthening Using External Traction Sutures (간격이 긴 식도 무공증에서 외부 견인술을 이용한 조기 문합 1예)

  • Lee, Doo-Sun;NamGung, Hwan;Yoon, Jung-Suk
    • Advances in pediatric surgery
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    • v.11 no.2
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    • pp.165-170
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    • 2005
  • The repair of esophageal atresia with a long gap continues to pose difficulties for the surgeon. There is a general agreement that the child's own esophagus is the best, however, primary repair is not always possible. Foker JE et al. (1997) developed a technique of esophageal lengthening using external traction sutures. We successfully treated one patient with a 4.5cm gap esophageal atresia (4 vertebral spaces) using the external traction suture technique.

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Fluroscopic Removal of the Foreign Bodies from Gastroesophagus Using the Magnet (자석을 이용한 식도 위 이물 제거술)

  • Park, Youn-Joon;Lee, Doo-Sun
    • Advances in pediatric surgery
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    • v.13 no.2
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    • pp.112-118
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    • 2007
  • Ingested foreign bodies are common occurrences in the pediatric population. From October 2002 to April 2006, eight patients (6 male, mean age: $30.9{\pm}14.4$ months, range: 7~45 months) who had ingested metallic foreign bodies, such as bar magnets, coin-type magnets, screws, metal beads, and disk batteries, were selected for foreign body removal using a magnetic device under floroscopic control. A 1-cm-long cylindrical magnet (6 mm in diameter) was placed at the end of a 150-cm-long plastic tube from an IV set. The magnet was passed through the mouth into the stomach. Under fluoroscopic control, the magnet was maneuvered so that it attached to the metallic foreign bodies. The forgeign body was then easily removed by retracting the magnet with the metallic object attached. This procedure was successful in six patients of 8 patients. This procedure is a minimally-invasive and may avoid the use of anesthesics, endoscopy or surgery.

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A Study on the Dynamic Behaviour of Cut-and-Cover Tunnel by Shaking Table Test (진동대 실험을 이용한 개착식터널의 동적 거동특성에 관한 연구)

  • 정형식;조병완;이영남;이두화;이용준
    • Journal of the Korean Geotechnical Society
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    • v.17 no.6
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    • pp.173-180
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    • 2001
  • This research is aimed at investigating the dynamic response of cut-and-cover tunnel to seismic waves. We carried out shaking table test which is used a 1/40-scale(the width of prototype tunnel is about 14.2m, the height is about 8.5m) model for this research, and we analyzed the effect of depth of tunnel and slope of the ground in relation to the dynamic responses of tunnel. As a result of the test, the stress and acceleration along the tunnel decreased accordingly to the depth of increment, and this phenomenon is caused by the increase of the confining effect of ground. Also, the dynamic responses of tunnel showed a tendency to rise according as ground declined gently. In comparison the result of shaking table test with that of structural analysis on ordinary condition, we conclude that seismic waves do not affect cut-and-cover tunnel when the depth of tunnel is over the diameter of tunnel.

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Experimental Study on the Cyclic Behavior of Modular Building with Strap Braced Load Bearing Steel Stud Walls (스트랩 브레이스를 갖는 내력벽식 모듈러건축 스틸스터드 벽체의 반복하중에 대한 거동 연구)

  • Lee, Doo Yong;Cho, Bong Ho;Kim, Tae Hyeong;Ha, Tae Hyu
    • Journal of Korean Society of Steel Construction
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    • v.28 no.6
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    • pp.415-425
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    • 2016
  • Load-bearing steel stud wall system is widely used for the middle-to-high rise modular buildings worldwide. Seismic performance is a key issue to apply load-bearing steel stud wall system to modular buildings in Korea. This study proposes a new strap braced steel stud wall system with enhanced seismic performance and design equations considering the flexural behaviour of the vertical outer studs. For the verification, two specimens with different strap braces and vertical outer stud were designed and tested. The test results showed that the total strengths were evaluated to be 1.11 to 1.18 times higher than the predicted values. Usually strap braced walls are considered to have low energy dissipation capacities. The proposed system showed enhanced seismic performance with equivalent damping of 9.42% due to the reduced pinching effects.