• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2005년도 춘계학술대회 논문집
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• pp.175-179
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• 2005

The main objective of this paper is to module design and pressure relief test a new type of polymer gapless surge arrester for power distribution line. Metal oxide surge arrester for most electric power system applications, power distribution line and electric train are now being used extensively to protect overvoltage due to lightning. Surge arresters with porcelain housing must not have explosive breakage of the housing to minimize damage to other equipment when subjected to internal high short circuit current. When breakdown of gapless elements in a surge arrester occurs due to flashover, fault short current flows through the arrester and internal pressure of the arrester rises. The pressure rise can usually be limited by fitting a pressure relief diaphragm and transferring the arc from the inside to the outside of the housing. However, there is possibility of porcelain fragmentation caused by the thermal shock, pressure rise, etc. Non-fragmenting of the housing is the most desired way to prevent damage to other equipment. The pressure change which is occurred by flashover become discharge energy. This discharge energy raises to damage arrester housing and arrester housing is dispersed as small fragment. Therefore, the pressure relief design is requested to obstruct housing dispersion.

• 국제초고층학회논문집
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• 제9권3호
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• pp.283-300
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• 2020

The Lakhta Center is a Multifunction Complex Development (MFCD) consisting of 1) an 86 story office tower rising 462 m above the ground to provide high-end offices for Gazprom Neft and Gazprom Group affiliates 2) a Multi-Function Building (MFB) that includes, a scientific/educational center, a sport center, a children's technopark, a planetarium, a multi-transformable hall, an exhibition center, shops, restaurants, and other public facilities 3) a Stylobate 4) "The Arch, which forms the main entrance to the tower, restaurants, and cafes 5) underground parking and 6) a wide range of large public plazas. While each of the MFCD buildings is technically challenging in its own right, the focus of the paper is to present the development and integration of the structural and foundation systems of the bowed, tapered, and twisted shape of the tower into the fabric of the tallest Tower in Europe.

• 대한기계학회논문집
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• 제18권5호
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• pp.1218-1226
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• 1994

The shock tube is a useful device for investigating shock phenomena, spray combustion, unsteady gas dynamics, etc. Therefore, it is necessary to analyze exactly the flow phenomena in shock tube. In this study, the mechanics of its reflected shock zone has been investigated by using of the one-dimensional gas dynamic theory in order to estimate the transition from initial reflection of shock wave region. Calulation for four kinds of reflected shock tube temperature (i.e. (a) 1388 K (b) 1276 K (c) 1168 K (d) 1073 K) corresponding to the experimental conditions have been carried out sumarized as follows. (1) The qualitative tendency is almost the same as in that conditions in region of reflected wave region. (2) High temperature period (reflected shock wave temperature) $T_{5}$, exists 0-2.65 ms. (3) Transition period from temperature of reflection shock wave is far longer than the calculated one. This principally attributed to the fact that the contact surface is accelerated, also, due to the release of energy by viscoity effect. This apparatus can advance the ignition process of a spray in a ideal condition that involved neither atomization nor turbulent mixing process, where, using a shock tube, a column of droplets freely from atomizer was ignited behind a reflected shock.

• 한국가스학회지
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• 제11권4호
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• pp.12-16
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• 2007

천연가스 자동차에 탑재되어 있는 연료압력 레귤레이터는 연료분사시스템의 압력을 일정하게 유지하는 역할을 한다. 연료압력의 정확한 제어는 천연가스 자동차가 가지고 있는 높은 효율성과 청정성을 십분 활용하기 위해서 반드시 필요한 사항이다. 본 연구에서는 천연가스 레귤레이터의 성능을 정확하게 평가할 수 있는 고압실험장치를 구축하였으며, 이 장치를 이용하여 두 가지 방식의 천연가스 레귤레이터를 평가하고 상호 비교를 하였다. 레귤레이터 밸브시스템의 설계에 따라 여러 가지 레귤레이터 성능 특성 중 동적응답과 Creep특성이 영향을 많이 받는 것으로 나타났으며, 레귤레이터 입구 압력이 높을 경우 출구 가스의 온도가 급격히 감소하는 것으로 나타남으로써 아이싱문제를 효과적으로 방지할 수 있는 방안이 마련되어야 함을 확인할 수 있었다.

• Radiation Oncology Journal
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• 제9권2호
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• pp.333-336
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• 1991

충남대학교병원 치료방사선과내 설치되어 있는 6MV선형가속기를 이용하여 음영을 측정하여 다음과 같은 결과를 얻었다. 1) 조사면 크기가 커질수록 음영폭은 중가하였으며 10x10 Cm 이상의 조사면에서는 계산한 음영폭보다 측정치가 대개 크게 나타났다. 조사면이 커질수록 이 차이는 더욱 증가하였다. 2) 깊이가 증가하면 음영폭도 증가하였다. 3) $90\%\~20\%$의 음영폭이 $80\%\~20\%$의 음영폭보다 컸으며 조사면이 커지고, 깊이가 증가할 수록 이 차이는 더 커졌다.

• Geomechanics and Engineering
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• 제16권6호
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• pp.635-642
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• 2018

Braced excavation systems are commonly required to ensure stability in construction of basements for shopping malls, underground transportation and other habitation facilities. For excavations in deposits of soft clays or residual soils, stiff retaining wall systems such as diaphragm walls are commonly adopted to restrain the ground movements and wall deflections in order to prevent damage to surrounding buildings and utilities. The ground surface settlement behind the excavation is closely associated with the magnitude of basal heave and the wall deflections and is also greatly influenced by the possible groundwater drawdown caused by potential wall leakage, flow from beneath the wall, flow from perched water and along the wall interface or poor panel connections due to the less satisfactory quality. This paper numerically investigates the influences of excavation geometries, the system stiffness, the soil properties and the groundwater drawdown on ground surface settlement and develops a simplified maximum surface settlement Logarithm Regression model for the maximum ground surface settlement estimation. The settlements estimated by this model compare favorably with a number of published and instrumented records.

• 자연, 터널 그리고 지하공간
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• 제21권1호
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• pp.101-112
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• 2019

This case study presented a simplified failure mechanism approach used as a preliminary deformation prediction for the Mexico City's metro system expansion. Because of the Mexico City's difficult subsoils, Line 12 project was considered one of the most challenging projects in Mexico. Mexico City's subsurface conditions can be described as a multilayered stratigraphy changing from soft high plastic clays to dense to very dense cemented sands. The Line 12 trajectory crossed all three main geotechnical Zones in Mexico City. Starting from to west of the City, Line 12 was projected to pass through very dense cemented sands corresponding to the Foothills zone changing to the Transition zone and finalizing in the Lake zone. Due to the change in the subsurface conditions, different constructions methods were implemented including the use of TBM (Tunnel Boring Machine), the NATM (New Austrian Tunneling Method), and cut-and-cover using braced Diaphragm walls for the underground section of the project. Preliminary crown and excavation front deformations were determined using a simplified failure mechanism prior to performing finite element modeling and analysis. Results showed corresponding deformations for the crown and the excavation front to be 3.5cm (1.4in) and 6cm (2.4in), respectively. Considering the complexity of Mexico City's difficult subsoil formation, construction method selection becomes a challenge to overcome. The use of a preliminary results in order to have a notion of possible deformations prior to advanced modeling and analysis could be beneficial and helpful to select possible construction procedures.

• Geomechanics and Engineering
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• 제34권1호
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• pp.87-102
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• 2023

The cover plate and the building loads often make the semi-covered deep excavations with existing buildings bearing asymmetric load, presenting different deformation characteristics with normal excavations, which is not absolutely clear in current studies. Based on a typical engineering, the building storeys, the basement storeys, the pile length, the existence of the cover plate (CP) and the depth of the diaphragm walls (DW) were selected as variables, and 44 groups of simulation were designed to study the influence of existing buildings and the semi-covered supporting system on the deformation of the excavations. The results showed that the maximum lateral displacement of DW, δ_hm, and the depth of δ_hm, H_m, are affected seriously by the building storeys and the basement storeys. Asymmetric structures and loading lead to certain lateral displacement of DW at the beginning of excavation, resulting in different relationships between δ_hm and excavation depth, H. The maximum surface settlement outside the pit, δ_vm, increases significantly and the location, d_m, moves away from the pit with the building storeys increases. δ_vm has a quadratic correlation with H due to the existing buildings. CP and building load will affect the style of the lateral displacement curve of DW seriously in different aspects.

• Natural Product Sciences
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• 제20권1호
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• pp.58-64
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• 2014

In this study, edible protopanaxadiol saponin enriched fraction were prepared by ultrafiltration (UF). Ginseng extract was prepared from mixtures of ginseng main root and rootlet (root: rootlet = 4 : 6). UF system was used the four-piston Diaphragm pump equipped with 5 kDa pore size Hydrosart Cassette made by regenerated cellulose acetate (CA) or 3 kDa pore size Hollow Fiber cartridge made by polyethersulfone (PES). Total ginsenoside contents of concentrated fraction by UF system was found to higher, compared to before those of untreated method. Especially, processing of UF showed the increase of PPD-type ginsenoside, while PPT-type ginsenoside was gradually decreased by both 3 kDa and 5 kDa membrane. After removal of 80% water by the 5 kDa Hydrosart Cassette and by 3 kDa Hollow Fiber cartridge, ginsenoside Rb1 content was higher 37.2 mg/g and 25.3 mg/g than 20.8 mg/g in untreated process. The ratio of Rb1 to Rg1 (Rb1/Rg1) and PPD- to PPT- type ginsenoside (PPD/PPT) were higher in inner fluid of ginseng extract after UF by 3 kDa cartridge (47.1 and 23.5, respectively) and 5 kDa Cassette (25.3 and 11.9, respectively) than those of before UF (5.7 and 3.7, respectively). PPD-type ginsenoside enriched fraction by UF system could be developed as a new ginseng material in food and cosmetic industrials.

• 한국방사선학회논문지
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• 제7권2호
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• pp.157-163
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• 2013

본 연구는 각 호흡 위상에 따른 계획용표적체적(planning target volume. PTV)의 움직임 및 체적(PTV volume)의 변화를 횡격막(diaphragm)의 움직임을 이용하여 정량적으로 분석함으로써 폐암의 호흡 동기 방사선치료를 위한 최적화된 호흡 위상을 알아보고자 하였다. 비특이적 호흡이나 불규칙적인 호흡에 의한 체계적 오류(system error)를 화하기 위하여 모의 호흡 훈련을 시행하였다. 정규화된 호흡 동기 방사선치료 절차에 따라 각 호흡 위상 i에 따른 4차원 전산화치료계획(4-dimensional computed tomography. 4DCTi)을 시행하였으며 0~90%, 30~70%, 40~60% 호흡 위상으로 재구성된 4DCTi 영상에서 PTV를 정의하고 PTVi의 움직임 및 체적의 변화를 정략적으로 분석하였다. 모의호흡 훈련에 의한 평균 호흡 주기는 $3.4{\pm}0.5$초로 나타났으며 임상적으로 유도되는 예상 값과 실제 측정값의 일치 정도를 나타내는 R-제곱 값은 1에 근접하여 유의하였다. 또한 각 호흡 위상 i에 따른 PTVi의 움직임은 0~90% 호흡 위상의 경우 $13.4{\pm}6.4mm$, 30~70% 호흡 위상의 경우 $6.1{\pm}2.9mm$, 40~60% 호흡 위상의 경우 $4.0{\pm}2.1mm$ 이었으며 PTVi의 체적 변화는 30~70% 호흡 위상의 경우 $32.6{\pm}8.7%$, 40~60% 호흡 위상의 경우 $41.6{\pm}6.2%$ 감소되었다. 결론적으로 짧은 호흡 위상(40~60%: 30% duty cycle) 폭을 적용하였을 때 PTV의 움직임 및 체적의 변화가 감소되어 호흡을 고려한 PTV 마진이 4mm 이내이면서 PTV 내 선량의 균일성을 얻을 수 있었다.