• Fire Science and Engineering
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• v.16 no.1
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• pp.24-29
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• 2002

The purpose of this study is developing the computer program for hydraulic design sprinkler systems have performed the means for the general use of network analysis method. The computer program is based on the theoretical concepts of the related Hazen-Williams equations, a modified Bernoulli equations, and the Hardy Cross method of pipe network analysis. Looped piping calculations are solved by using either the Hardy Cross method or the other iteration methods. While the other methods are solved using simultaneous equations, the Hardy Cross method is concerned with one loop at a time using reiterative process. Due to its simplicity the Hardy Cross method will be the primary method described in this thesis. The purpose of this study is to develope hydraulic calculation program by using algorithm for network analysis method. The development of computer program for the hydraulic design of sprinkler systems will perform the means in the performance-based sprinkler system design.

• Journal of the Korean Institute of Gas
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• v.13 no.1
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• pp.1-8
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• 2009

Recently, the vibration of underground structure due to high speed railway loads has been increased substantially as compared with middle and slow speed. The buried gas pipelines under continuous impact forces and repeated loading are more influenced by the vibrational loads than another pipelines. However, the static analysis was not enough to allow for the effect of vibrations because it uses impact factors for the design or analysis process. In this study, characteristics of Pipelines was quantitatively estimated through each conditions of soil covers and train speed, and the new vibration prediction is presented about the vibrational velocity.

• The Journal of the Acoustical Society of Korea
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• v.41 no.6
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• pp.680-690
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• 2022

Vibrations in the pipe system trigger fatigue-related issues and lead to fatal other problems caused by pipe damage. There are numerous studies to analyze and reduce the cause of pipe vibration, among which a small number of studies are being conducted on pipe vibration reduction using friction supports. The study of friction supports, however, focused only on predicting and evaluating the performance of the friction supports and seldomly considered the design perspective of the install location of the supports. Therefore, this study intends to suggest the optimization process for finding the best installation region of friction support to attenuate the vibration of entire piping system. The optimal position of the friction support is predicted only by linear analysis to guarantee optimization efficiency in the design process. The designed friction support location is verified by time domain analysis.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2002.05a
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• pp.17-22
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• 2002

Mechanical design of a deepwater pipeline wall thickness was performed by using the recent design rules. Characteristics and limitations of the new design rules were identified through a case study of a deepwater oil pipeline in the Gulf of Mexico. A design procedure was established for mechanical design of deepwater pipeline wall thickness. Comparison of the new API and DNV codes are presented.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05b
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• pp.897-902
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• 1998

국내 경수로 원자력발전소 가압기는 안전성향상을 위하여 보다 많은 배관과 부수적인 배관이 설치 될 수 있다. 이에 따라 ASME 코드의 공식에 의한 설계(Design by Formula)보다는 해석에 의한 설계 (Design by Analysis)의 필요성이 증가하고 있다. 본 논문에서는 한국 표준형 원자로의 가압기 헤드 및 노즐에 대하여 ASME 코드의 해석에 의한 설계를 적용하여 범용유한요소 코드인 IDEAS로 응력해석 하고 구조적 건전성을 분석, 고찰하였다. 또한 해석결과에 따른 가압기헤드, 노즐 그리고 노즐보강에 대한 설계시 고려되어야 할 인자를 분석하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05c
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• pp.123-130
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• 1996

탄소성파괴역학의 발달과 함께 원자력 발전소의 설계시 고려해야 하는 고에너지 배관의 양단파단사고와 같은 극한 가정 대신 파단전누설(LBB : Leak Before Break)개념을 배관설계시 고려할 수 있도록 관련 규제 요건이 완화되어 원자력 발전소 고에너지 계통 설계에 새로운 설계 개념으로 적용할 수 있게 되었다. 파단전누설개념 적용시 균열 안정성 평가에 가장 널리 사용되는 방법은 J-T 방법이다. 본 연구에서는 유한요소법 사용시 균열 선단에서 요소의 크기 및 경계 조건 (Boundary Condition)이 변화할 때 Applied J 적분값에 미치는 영향을 ABAQUS 전산 프로그램을 이용하여 조사하였다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.10a
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• pp.312-318
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• 2010

본 연구에서는 배관계에 가해진 압력으로 인하여 변형된 배관에 의하여 영향을 받는 브라켓에 대하여 여러 가지 형상으로 모델링하여 유한요소해석을 통하여 브라켓의 형상변화가 변형특성에 미치는 영향을 고찰 하였고, 배관시스템의 브라켓의 강도 안전성을 확보하기 위하여 산업공학에서 쓰였던 다구찌방법을 도입하여 최적화 설계를 하는 것이 본 연구의 목적이다.

• Journal of the Korean Institute of Gas
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• v.18 no.5
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• pp.72-77
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• 2014

It is known that there is no demand for building the arctic environment in Korea. However, it is important to use the different energy source instead of fuel source due to global warming. It is now demanded of using gas of Alaska and Siberia for long term developing the natural gas. The design of gas pipelines in Korea is very different from the arctic region. The operation of gas in arctic region have to consider of arctic region such as permafrost and active regions. It is needed to understand of gas pipeline design with different arctic soil properties. Nowadays, the pipelines is designed with stress-based and but there is demanded for strain based design with more deformed pipeline. We study of arctic environment with different active region using Finite Element Method of thermal elasto-plastic analysis.

• Journal of the Korean Institute of Gas
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• v.27 no.4
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• pp.19-26
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• 2023

Earthquakes are one of the most important disasters affecting underground structures. Urban gas underground pipes may cause safety problems of structures in the event of an earthquake. Since Korea began digital observation, the number of earthquakes has been steadily increasing. The seismic design standard for urban gas pipes was established in 2008, but it is difficult to estimate the impact of pipes in the event of an earthquake based on the installation of pipes. In this study, structural analysis was performed on PE (polyethylene pipe) pipes and PLP (polyethylene coated steel pipe) pipes, which are mainly used as buried pipes in Korea, according to environmental and pipe variables in the event of an earthquake. This study sought to find the variables of the most vulnerable buried pipe by modeling pipes through Computer Aided Engineering (CAE) and generating displacement on the ground. Through this study, it was confirmed that the larger the elastic modulus of the soil, the deeper the buried depth, the smaller the tube diameter, and the higher the pressure, the more PLP pipes are affected by earthquakes than PE. Based on these results, the vulnerable points of buried urban gas pipes are inferred and used for special inspections of buried pipes in the event of an earthquake.

• Proceedings of the KIEE Conference
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• 2008.04c
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• pp.68-70
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• 2008

본 논문은 전자기원리를 이용하여 배관 내 자성체 이동량을 측정 가능한 자계 인가 시스템을 설계하고자 한다. Single 코일 타입, Helm-Holtz 코일타입, 수직자계, 반도체 소자 이용한 타입의 4가지 형태에 대해 전류 Source, 주파수, 배관 재질을 달리하여 설계 및 해석하였다. 전원이 AC일 경우 주파수가 높을수록, 배관의 도전율이 높을수록 자성체의 측정 정밀도를 감소시키며 DC 전원일 때 수직자계에서 반도체 소자를 이용하여 측정 정밀도를 높인다.