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Development of medical genetics training program and certification process for medical geneticist as a specialist in Korea (의학유전학 전문인력 교육프로그램의 개발과 인증에 관한 연구)

  • Yoo, Han-Wook;Hwang, Do-yeong;Ryu, Hyun-Mee;Lee, Hong-Jin;Kim, Hyon-J.
    • Journal of Genetic Medicine
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    • v.4 no.2
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    • pp.142-159
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    • 2007
  • Purpose : This study was undertaken to provide prerequisites for accreditation of medical genetics training program and certification process for medical genetics professionals as clinical specialist and set up guidelines on curriculum of medical genetics training program in Korea. Methods : Six ad hoc committees for clinical geneticist, clinical cytogeneticist, clinical molecular geneticist, clinical biochemical geneticist, medical genetics technologists and genetic counselors were organized for reviewing current status in Korea as well as foreign countries. Each committee is composed of 6-8 members. They summarized their opinions according to the structured questionnaire inquiring the ways of accrediting training program, qualification of program director, trainee requirements, contents of curriculum, duration of training program, certification process, estimation of numbers of each specialist needed in next 5 years in Korea. Results : Both prerequisites for the accreditation of medical geneticist training institutions and qualification of program director are suggested. Candidacy of trainees requires MD with board of medical specialty, or PhD degree with professional experiences in related field except clinical genetics program which only accepts MD with board of medical specialty, and Non-MD genetic counselor and medical technologists with degrees of BS or MS. General duration of fellowship will be 2-3 years depending on the categories they are enrolled into. Contents of curriculum for each speciality training are described. For the certification of each category, the candidacy should submit a log book detailing the cases they experienced during the fellowship, prove that they successfully completed course work and clinical experiences in the accredited program, and pass the written examination. Conclusion : As medical genetics becomes more important in daily routine clinical practice, the accreditation of medical genetics training program and certification of personnel are urgently needed. In this regard, the study will be providing guidelines and prerequisites for accreditation of medical genetics training program and certification process for medical genetics professionals as clinical specialist.

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Professional Development and Perceptual Changes in Gifted Education by Regular Classroom Teachers (일반교사들의 영재교육에 대한 인식변화와 전문성 신장)

  • Chun, Miran;Huh, Mooyul
    • Journal of Gifted/Talented Education
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    • v.24 no.5
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    • pp.781-806
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    • 2014
  • The purpose of this study is to examine the change in the beliefs of regular classroom teachers after participating in a gifted education lectures and practicum as well as the effectiveness of the lectures and practicum. Each teacher was asked to complete a pre-/ a mid-/ and post-journal, detailing their expected characteristics and then describing what occurred and how their initial expectations were altered. The teachers mentioned high thinking skills, creativity, fast problem solving skills, and a lack of communication skills as intellectual characteristics of gifted students and high motivation and task commitment as social characteristics. They mentioned the characteristics in textbooks on pre- and mid-journals, but presented their observations in post-journals such as lack of communication skills, competitive spirit, and frustrations. The study found that teachers broadened their view of giftedness, recognized the need to adapt instructions for gifted students, realized the necessity of knowing the students to differentiate instruction patterns, and emphasized teaching-learning strategies for the gifted. These results contribute to the promise of having regular classroom teachers engage in a field experience with gifted students to supplement discussions about gifted education lectures.

A Study on the Strategies of Korean-Liner Shipping Companies for Coping with the Opening of a Shipping Route between China and Korea (한.중항로 개방에 따른 국적선사의 대응전략 연구)

  • Lee, Choong-Bae;Bae, Chang-Ho;Yang, Jae-Hoon
    • Journal of Korea Port Economic Association
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    • v.24 no.2
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    • pp.289-315
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    • 2008
  • In Korea-China shipping route, the level of freight rate has been maintained very low for last two decades not only because supply of shipping capacity is higher than its demand but also because the route was regulated by the two governments. An examination is made of the effects of openness of Korea-China Liner Shipping Route on competitiveness of Korean-flag Liner Shipping companies. This task is undertaken by detailing the development of the cargo sharing respectively by shipping companies of each country. Then it is suggested the ways to cope with the new environmental changes in Korea-China liner shipping route for the future by examining the future strategies for Korean-flag companies by in-depth interviews with major shipping companies.

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Seismic Tests of Steel Beam-to-column Moment Connections with Inclined End-plate Beam Splice (경사단부강판 보 이음을 갖는 강재 보-기둥 모멘트접합부의 내진실험)

  • Lim, Jong Jin;Kim, Dong Gwan;Lee, Sang Hyun;Park, Choul Soo;Lee, Chang Nam;Eom, Tae Sung
    • Journal of Korean Society of Steel Construction
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    • v.29 no.2
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    • pp.181-192
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    • 2017
  • A beam splice method using inclined end-plates and high-strength tension bolts was developed. The end-plates welded to a bracket and a spliced beam are connected each other by using the tension bolts. In the present study, six exterior beam-to-column moment connections were tested under cyclic loading. Test parameters were the end-plate details and bolt arrangements. All specimens were designed so that moment resistances of the end-plates and bolts were greater than the required moment at the beam splice, in accordance with the design methods of AISC Design Guide 4. Test results showed that in the beam splices with the extended end-plates, the beam moment successfully transferred to the bracket, without any defeats such as excessive prying action of the end plates and brittle failure at the end plate-to-beam flange weld joints. However, the deformation capacities of the overall beam-to-column connections were limited due to the brittle failure of the beam-to-column flange weld joints. From the test results, recommendations for seismic design and detailing of the beam-to-column moment connection with inclined end-plate beam splice were given.

Performance assessment of buckling restrained brace with tubular profile

  • Cao, Yan;Azar, Sadaf Mahmoudi;Shah, S.N.R.;Salih, Ahmed Fathi Mohamed;Thiagi, Tiana;Jermsittiparsert, Kittisak;Ho, Lanh Si
    • Advances in nano research
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    • v.8 no.4
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    • pp.323-333
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    • 2020
  • In recent years, there has been an upsurge for the usage of buckling restrained braces (BRB) rather than ordinary braces, as they have evidently performed better. If the overall brace buckling is ignored, BRBs are proven to have higher energy absorption capacity and flexibility. This article aims to deliberate an economically efficient yet adequate type of all-steel BRB, comprised of the main components as in traditional ones, such as : (1) a steel core that holds all axial forces and (2) a steel restrainer tube that hinders buckling to occurr in the core; there is a more practical detailing in the BRB system due to the elimination of a filling mortar. An investigation has been conducted for the proposed rectangular-tube core BRB and it is hysteric behavioral results have been compared to previous researches conducted on a structure containing a similar plate core profile that has the same cross-sectional area in its core. A loss of strength is known to occur in the BRB when the limiting condition of local buckling is not satisfied, thus causing instability. This typically occurs when the thickness of the restrainer tube's wall is smaller than the cross-sectional area of the core plate or its width. In this study, a parametric investigation for BRBs with different formations has been performed to verify the effect of the design parameters such as different core section profiles, restraining member width to thickness ratio and relative cross-sectional area of the core to restrainer, on buckling load evaluation. The proposed BRB investigation results have also been presented and compared to past BRB researches with a plate profile as the core section, and the advantages and disadvantages of this configuration have been discussed, and it is concluded that BRBs with tubular core section exhibit a better seismic performance than the ones with a plate core profile.

Contribution of Gerard Mercator's Map of 1569 for the History of Navigation (메르카토르 해도의 항해사적 공헌)

  • Kim, Sung-June;Luc, Cuyvers
    • Journal of Navigation and Port Research
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    • v.38 no.2
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    • pp.185-191
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    • 2014
  • With the 500th anniversary commemoration of Gerard Mercator's birth in 2012 now passed, there is the possibility that his name will fade back into obscurity. This would be both unfair and pitiful, because Gerard Mercator's name should be highly regarded as one of the principal contributors to navigational science and the promotion of marine safety. An accomplished cartographer, in 1569 Mercator published a remarkable 18-folio world map, depicting the then-known world in a new format with straight rhumb lines. While this distorted the size of land masses, particularly in higher latitudes, this new projection made navigation much easier for now all sailors had to do was to draw a straight line between two points to plot their course. Mercator clearly had this navigational benefit in mind, though his contemporaries did not immediately recognize its value. It wasn't until after Mercator's death, when Edward Wright (1599) and Henry Bond (1645) used and explained the new projection and demonstrated the use of straight rhumb lines in navigation that the Mercator projection became the standard for sea charts. Today, 450 years later of his death, electronic charts still rely on the projection Mercator invented and developed, confirming his position as a giant in the history of navigation. This paper introduces his life and work, detailing the importance of the 1569 world map and its contribution to navigational science and safety.

Seismic Performance of Circular RC Bridge Columns with Longitudinal Steel Connection Details (축방향철근 연결상세에 따른 철근콘크리트 원형교각의 내진성능)

  • Lee Jae-Hoon;Son Hyeok-Soo;Ko Seong-Hyun
    • Journal of the Korea Concrete Institute
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    • v.16 no.2 s.80
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    • pp.249-260
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    • 2004
  • The longitudinal steel connection of reinforced concrete bridge column is sometimes practically unavoidable, however the current Korean bridge design specifications have no special provisions about lap-splices of longitudinal steel. This paper reports experimental results of a research program investigating the seismic performance of circular RC bridge columns with respect to longitudinal steel connection detailing. Twenty-one circular column specimens were tested under quasi-static test. The columns with the entire longitudinal steel lap-spliced within plastic hinge region show relatively sudden strength degradation and low ductility than the columns with continuous longitudinal steel and the columns with half of longitudinal steel lap-spliced. However, the seismic performance of the column with mechanically connected longitudinal steel is similar to that of the column with continuous longitudinal steel. The final objectives of this study are to suggest appropriate longitudinal reinforcement connection details for the limited ductility design concept and to provide quantitative reference data and tendency for performance or damage assessment based on the performance levels such as cracking, yielding, collapse, etc. Ultimate displacement/drift ratio, displacement ductility, response modification factor, equivalent viscous damping ratio, residual deformation index, and effective stiffness are investigated and discussed in this paper.

Splice Strengths of Noncontact Lap Splices Using Strut-and-Tie Model (스트럿-타이 모델을 이용한 비접촉 겹침 이음의 이음 강도 산정)

  • Hong, Sung-Gul;Chun, Sung-Chul
    • Journal of the Korea Concrete Institute
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    • v.19 no.2
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    • pp.199-207
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    • 2007
  • Strut-and-tie models for noncontact lap splices are presented and parameters affecting the effective lap length $(l_p)$ and the splice strength are discussed in this paper. The effective lap length along which bond stress is developed is shorter than the whole lap length. The effective lap length depends on the transverse reinforcement ratio $({\Phi})$ and the ratio of spacing to lap length $({\alpha})$. As the splice-bar spacing becomes wider, the effective lap length decreases and, therefore, the splice strength decreases. The influence of the ratio ${\alpha}$ on the effective lap length becomes more effective when the transverse reinforcement ratio is low. Because the slope of the strut developed between splice-bars becomes steeper as the ratio ${\Phi}$ becomes lower, the splice-bar spacing significantly affects the effective lap length. The proposed strut-and-tie models for noncontact lap splices are capable of considering material and geometric properties and, hence, providing the optimal design for detailing of reinforcements. The proposed strut-and-tie model can explain the experimental results including cracking patterns and the influence of transverse reinforcements on the splice strength reported in the literature. From the comparison with the test results of 25 specimens, the model can predict the splice strengths with 11.1% of coefficient of variation.

Hysteretic Behavior and Seismic Resistant Capacity of Precast Concrete Beam-to-Column Connections (프리캐스트 콘크리트 보-기둥 접합부의 이력거동 및 내진성능)

  • Choi, Hyun-Ki;Choi, Yun-Cheul;Choi, Chang-Sik
    • Journal of the Earthquake Engineering Society of Korea
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    • v.14 no.4
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    • pp.61-71
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    • 2010
  • Five half-scale beam-to-column connections in a precast concrete frame were tested with cyclic loading that simulated earthquake-type motions. Five half -scale interior beam-column assemblies representing a portion of a frame subjected to simulated seismic loading were tested, including one monolithic specimen and four precast specimens. Variables included the detailing used at the joint to achieve a structural continuity of the beam reinforcement, and the type of special reinforcement in the connection (whether ECC or transverse reinforcement). The specimen design followed the strong-column-weak-beam concept. The beam reinforcement was purposely designed and detailed to develop plastic hinges at the beam and to impose large inelastic shear force demands into the joint. The joint performance was evaluated on the basis of connection strength, stiffness, energy dissipation, and drift capacity. From the test results, the plastic hinges at the beam controlled the specimen failure. In general, the performance of the beam-to-column connections was satisfactory. The joint strength was 1.15 times of that expected for monolithic reinforced concrete construction. The specimen behavior was ductile due to tensile deformability by ECC and the yielding steel plate, while the strength was nearly constant up to a drift of 3.5 percent.

The current status of fumonisin toxicosis in domestic animals: A review (가축의 fumonisin 중독증에 대한 최근 연구 동향 : 종설)

  • Lim, Chae-woong;Rim, Byung-moo
    • Korean Journal of Veterinary Research
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    • v.35 no.2
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    • pp.405-416
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    • 1995
  • FBs, secondary metabolites of several species of Fusaria, especially Fusarium moniliforme and F proliferatum, are commonly contaminated in com and other food grains throughout the world. Only recently identified, these mycotoxins have been associated field outbreaks of ELEM in horses and PPE in pigs. Currently, naturally or experimentally induced FB toxicosis has been studied in poultry, ruminants and rabbits. Poultry fed FB showed decreased growth rate, performance, and immune competence, as well as embryopathic, and embryocidal effects, and ricktes. Ruminants seem to be relatively less susceptible to FBs than other doestic animal. FB toxicosis reveals that liver is a target organ in all species, although other organs are affected in a species specific manner. Recently, the main target organs for $FB_1$ toxicity in rabbits was shown to be the kidney. Even low concentrations of FBs are likely to be a problem for animal health. A current study being conducted showed that feed containing low level of $FB_1$ reduces the ability of pulmonary intravascular macrophages in pig to clear blood-borne particles which would increase the susceptibility of animals to bacterial disease. The mechanism of FB toxicity remains unknown, but may be related to altered sphingolipid biosynthesis by inhibiting sphinganine N-acyltransferase. Elevations of serum and tissue SA:SO ratio have been observed in horse, pig, chicken, turkey, and rabbit, which could could serve as in effective biomarker for consumption of FB-containing feeds. There is limited information detailing dose-effect relationships either from field cases or in the laboratory. More research on the factors, including the prevalence and tolerance levels of FBs in feedstuffs that cause domestic animal disease associated with FBs, is urgently needed.

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