• Journal of the Korean Society of Manufacturing Technology Engineers
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• v.19 no.4
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• pp.539-547
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• 2010

Laser shock peening is useful to improve fatigue characteristic of multiple number of metals and alloys. This process induces a compressive residual stress on the metal surface, and when tensile load is applied, growth of crack is delayed and which changes the characteristic of the metal surface. It is an innovative surface treatment technique for strengthening metals. Specimens of SM45C are used in this study. The effect of an inertial tamping layer on the residual stress field using laser shock peening setup and Nd:YAG laser power is evaluated. Residual stress distribution measured by X-ray diffraction. As a result of this study it can be presented that following condition of Nd:YAG laser power and inertial tamping layer parameters, compressive residual stress is generated on the surface of the SM45C. Results to experimental data indicate that laser shock peening has great potential as a means of improving the mechanical performance of the metal surface.

• Proceedings of the KSR Conference
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• 2005.11a
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• pp.1229-1234
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• 2005

Since the 20th century, the business of railway was invaded by the invention of airplanes and vehicles in the field of the transportation of passenger and commercial products, however, in the 21st century, the fervent development of a high speed railway made possible the huge capacity of transporting passengers and commercial freight, so the railway industry is facing a new era of railway revolution. The 200 years old railway tradition includes the history of railway bridges built in areas of river, valley and metropolitan region and in that, the number of constructions of railway bridges that is composed of cable-stayed bridges is increasing as one of the most optimal bridges considering the quality of materials and the span of continuous-welded long rail. Thanks to the minimized effects of the fixed load on the stiffening girder section by delivering the fixed load which is applied to the pylon with the composition of elastic supporting points by using cables and the effective structural system that can throughly resist extra loads in addition to fixed load, the long-extended span of a bridge becomes possible. In this structural system, the load that is applied to the stiffening girder section forms a now pattern and in the process of these load delivery, there will be a necessity to examine the concentration of stress occurred in the cable-anchor system of the cable.

• Journal of Korean Academy of Nursing
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• v.35 no.7
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• pp.1333-1342
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• 2005

Purpose: This paper was aimed to inquire into Ricoeur's self -hermeneutics and narrative ethics, and apply it to personal identity constituting caring and care ethics in the practice of nursing. Its purpose is to provide a philosophical foundation for caring in nursing. Method: According to Ricoeur's narrative identity, ontological caring was interpreted as personal identity constituting caring. His ethics were described as care ethics, which contributed to preserving and promoting the personal dignity of the client, as self in search for the good life in the nursing practice. Results: Narrative understanding of the client pointed to the ontological role of care in the constitution of personal identity. From an ethical aspect of the narrative, respect for personal identity and personal dignity of the client was crucial to an ethical caring attitude, promoting self-esteem in the nursing practice. Conclusion: This paper suggested that Ricoeur's ethics could provide a philosophical basis for understanding ontological and ethical caring in nursing. This contributed to protection of the client from the threat of personal identity, as well as respecting their personal dignity.

• Proceedings of the KSR Conference
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• 2006.11b
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• pp.552-557
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• 2006

Since the 20th century, the business of railway was invaded by the invention of airplanes and vehicles in the field of the transportation of passenger and commercial products, however, in the 21st century, the fervent development of a high-speed railway made possible the huge capacity of transporting passengers and commercial freight, so the railway industry is facing a new era of railway revolution. The 200 years old railway tradition includes the history of railway bridges built in areas of river, valley and metropolitan region and in that, the number of constructions of railway bridges that is composed of cable-stayed bridges is increasing as one of the most optimal bridges considering the quality of materials and the span of continuous-welded long rail. Thanks to the minimized effects of the fixed load on the stiffening girder section by delivering the fixed load which is applied to the pylon with the composition of elastic supporting-points by using cables and the effective structural system that can throughly resist extra loads in addition to fixed load, the long-extended span of a bridge becomes possible. In this structural system, the load that is applied to the stiffening girder section forms a flow pattern and in the process of these load delivery, there will be a necessity to examine the concentration of stress occurred in the cable-anchor system of the cable.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.14 no.3
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• pp.263-279
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• 1989

In part-1 of this paper, the error rate equations of digitally modulated signals transmitted though the Gaussian/Impulsive noise channel have been derived. Using the derived equations for the error probabilities of ASK, QAM, CPSK, DPSK, FSK and MSK signals, the error rate performances of digital modulation systems have been evaluated and represented in the figures as the functions of carrier-to-noise power ratio(CNR), impulsive index, and the ration of Gaussian noise power component to impulsive noise power component. The results are shown in graphs to known how much impulsive noise effects on digital signals than Gaussian noise.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.10 no.3
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• pp.135-146
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• 1985

The error rate equation of MSK(Minimum Shift Keying) signal transmitted through the fading channel has been derived in the interference and impulsive noise environments. The error rate performance of MSK system have been evaluated and shown in figures as parameters of carrier-to-noise power ratio(CNR), carrier-to-interferer power ratio(CIR), impulsive index, the ratio of Gaussian noise power component to impulsive noise power component, and fading figure. The results show that, in the fading environment, the error is occurred more frequently by Gaussian noise in the deep fading, however in the shallow fading, impulsive noise is more dominant than Gaussian noise. And in thepresence of interference and fading, interferer deteriorates the MSK receiving system severely even if the interferer is weak.

• Journal of Ocean Engineering and Technology
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• v.19 no.5 s.66
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• pp.34-42
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• 2005

The cable connection zone of the cable-stayed bridge transfers deal-load, live-load, and second-load to the cables on the structural joint zone of the cables and the main girders are the most critical parts in which big cable tensile forces are generated by those loads. Therefore, it is necessary to thoroughly check the main girder, structurally to secure the required stability. Because of the heavy tensile force of cables linked in the connection zone of the cable-stayed bridge, locally concentrated stress, as well as the dispersion of stress, occurs in the structurally contacted point of cable and main girder thus, we need to make a thorough investigation through a detailed structural analysis. Directly delivering the tensile force to the connection zone of the cable, the consequently big effect in the tensile force fluctuation caused by the live-load will make it necessary to review the fatigue strength. As the connection zone of the cable is designed to resist the tensile force of the cable, which is applied to a connecting section as a concentrated force, thick plates are used. These plates are frequently made of welded structure, thus, the investigation of the welding workability is inevitable.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.11 no.3
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• pp.1079-1084
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• 2010

Existing fire detector modules providing a simple fire alarm function have many drawbacks such as high installation, management and maintenance costs, and low scalability. In this paper, an add-on type complex fire detector module with high scalability and functions of examining the receiving units for fire sensors and itself has been developed, which enhances the reliability, stability, and economic feasibility of the existing fire detector modules. Information on when and where fire occurs, provided by the developed module, enables people to extinguish the fire immediately and minimize the damage of lives and property and also to systematically manage the fire-fighting related history and contribute to the prevention of fire.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.420-420
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• 2012

인류의 역사 이래로 하천관리에 있어서 치수는 주요 과제중의 하나였다. 대부분의 하천은 원활한 홍수 유통을 위해 직선화되었고 하폭은 확장되었다. 이로 인해 하천 생태계는 단순화되었고 홍수 피해 또한 줄지 않고 시가지 범람이라는 새로운 유형의 침수피해가 발생하였다. 최근까지도 홍수피해를 저감하고자 많은 노력을 기울이고 있고, 하천을 자연 친화형으로 설계, 복구하는 움직임이 활발하다. 하천을 설계함에 있어서 수치해석을 하고, 예측하는 것은 시간과 경제적인 장점으로 인해 많이 이용하고 있다. 본 연구에서는 대상지역을 프랑스 남부에 위치한 Var Catchemnt로 선정하였다. Var 유역은 $2,822km^2$의 면적, 총길이 125km, 최고 고도와 강 하구까지의 고도차가 3,000m의 급한 경사로 이루어진 유역이다. 이 지역은 매년 11월에서 1월 우기 때마다 빈번하게 홍수가 발생하는 지역으로 끊임없이 홍수에 따른 범람의 문제가 제기되고 있는 지역이다. 1994년 11월에 발생한 기록적인 폭우로 인해 최대유량 $3,500m^3/s$으로 관측되었고, 이 수치는 평균 유량의 50배에 이르는 유량이다. 이 홍수와 범람으로 인해 주변의 많은 시설이 피해를 입었으며, 도로가 유실되고, 인명피해도 상당했다. 본 연구에서는 수치해석을 위해 1차원 해석 프로그램인 DHI사의 MIKE11과 미공병단에서 개발한 Hec-Ras를 사용하였다. 홍수피해를 예방하기 위하여 가장 경제적이고 합리적인 방법은 제방의 높이를 변경하는 것으로 판단하여 수치해석을 실시한 후, 실제 데이터와의 비교를 통해 홍수를 예방하기 위한 제방의 높이를 결정하였다. Var 유역에 홍수를 예방하기 위해서는 강의 하구 쪽의 제방을 높일 필요가 있다고 판단되었다.

• Proceedings of the Korea Water Resources Association Conference
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• 2000.05a
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• pp.571-578
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• 2000

$\ulcorner$수변 복원 (水邊 復元), stream restoration)$\lrcorner$은 미 연방정부의 관련 기관들이 공동으로 참여하여 1998년 10월 발간한 하천과 그 연변의 복원을 위한 종합적인 가이드라인이다. 이 책은 “원칙, 과정, 실무”라는 부제가 붙어 있다. 이 책의 제작 취지는 연방 정보의 범 기관 차원에서 전국에 악화 되가는 하천과 그 연변을 복원하는데 있어 실무자들에게 개념적, 방법적, 기술적 가이드라인을 제공하는 것이다. 이 가이드라인의 제작에 참여한 기관은 농무성, 환경청, 상무성, 국방성(공병단), 내무성 등 15개 기관이다. 이를 위하여 각 기관에서 양해 각서를 조인하여 하천 기술자들은 물론, 생물, 생태, 조경, 하천 형태 등 관련 100명 이상의 전문가들이 ‘연방기관 수변복원 실무그룹’을 구성하여 추진하였다. 이 가이드라인 구조는 3부와 9장, 그리고 부록으로 구성되어 있으며, 원색사진과 그림을 강조하며 추후 수정보완을 위해 바인더로 만들어졌다. 이 가이드라인은 기본적으로 손상이 된 하천의 복원 설계보다는 손상이 안된 하천의 구조와 기능 이해에 더 중점을 두었다. 따라서 이 것 하나만으로 하천 복원에 관한 모든 기술적 지식을 얻기는 어렵다. 그럼에도 불구하고 이 가이드라인 제작팀의 규모와 노력 등을 고려할 때 당분간 미국은 물론 세계적으로 하천 복원과 자연형 하천공법등의 실무에 상당한 기여을 할 것으로 보인다.