• 한국전자통신학회논문지
• /
• 제17권6호
• /
• pp.1081-1088
• /
• 2022

동기발전기의 고조파는 철손과 동손을 증가시켜 발열의 원인이 된다. 이를 감소시키기 위하여 전기자의 권선법을 분포권, 단절권을 이용하여 고조파를 감소시키는 방법이 있으나 본 논문에서는 영구자석의 형상을 기존에 연구되었던 방법이 아닌 새로운 형상 변형을 통해 고조파를 감소시키며 기전압의 파형을 개선하고자 한다. 형상 변형 방법으로 영구자석의 양단을 절단하고 설정값에 따라 영구자석의 면적을 증가, 감소시켜 공극의 길이를 조절한다. 이때 자속밀도의 분포를 다르게 하여 이에 따른 기전압과 왜형률을 비교하였다. 이를 통해 논문에 기술된 영구자석의 형상 변화 모델들을 비교하고 가장 효과적인 변형 방법을 나타냈다.

• Journal of Radiation Protection and Research
• /
• 제36권2호
• /
• pp.79-85
• /
• 2011

본 논고의 목적은 듀얼 에너지 시스템의 금속 인공물 감약 (MAR) 기법을 팬텀과 환자를 대상으로 적용하여보고 그 유용성에 대해서 알아보고자 한다. 사용한 장비는 GE사(社)의 750HD CT이고 AW 4.5 볼륨 share 4 워크스테이션에서 영상 분석을 하였다. 팬텀으로는 victoreen사(社)의 사람 모형 흉부팬텀을 사용하였고 사람 대상은 2010년 12월 20일부터 2011년 2월 10일까지 금속물질이 삽입된 환자 25명을 대상으로 목 부위와 복부 부위에 MAR 알고리즘을 적용하였다. 사용한 파라미터는 복부검사의 경우 GSI-4Body-Large 0.9 sec 40 mm이고 목 부위에서는 GSI-3Body-Medium 0.5 sec 40 mm를 선택하여 시행하였다. 영상시험은 국립암센터 CT영상실에서 기본적으로 시행하고 있는 프로토콜에 MAR 옵션을 적용하여 동일하게 시행하였다. 영상분석은 MAR기법을 적용한 영상과 적용하지 않은 영상에서 검은색 인공물과 줄무늬 인공물이 있는 부위에 관심부위 (ROI)를 설정한 후 hounsfield unit(HU)과 노이즈를 이용한 정량적 평가를 하였고 임상 경험이 풍부한 의사와 방사선사가 CT영상에 대한 평가를 하여 MAR 알고리즘에 대한 유용성을 비교하였다. 환자 대상 시험 결과 MAR 알고리즘을 적용함으로서 금속 인공물이 있는 부위에서의 검은색 인공물(금속이 있는 부위) 과 줄무늬 인공물이 있는 영상에서 HU의 p값이 각각 p=0.01과 p=0.04를 보였지만 금속 인공물의 영향에서 벗어난 부위에서의 노이즈는 오히려 증가하는 모습을 보였다(p=0.05). 그리고 그 외의 영상(금속이 있는 부위에서 1 cm 떨어진 단면 영상) 에서 검은색 인공물과 줄무늬 인공물 부위의 HU와 노이즈의 p값에 대해서는 통계적 유의성은 만족하지 못하였지만 대체적으로 MAR알고리즘을 적용함으로서 금속인공물 발생이 감약 되는 결과를 보였다. 결론적으로 금속 물질이 삽입된 환자의 경우에 MAR 알고리즘을 적용함으로서 조직의 선예도가 적용하지 안했을 때보다 증가하였고 검은색 인공물 발생 또한 개선되는 모습을 보였다.

• Structural Engineering and Mechanics
• /
• 제12권1호
• /
• pp.1-16
• /
• 2001

A reliable and accurate method has been developed to predict the flexural deformation response of structural concrete members subject to service load. The method that has been developed relates the extent of concrete cracking, measured as a function of the magnitude of applied moment in a member, to the reduction in the effective moment of inertia of cracked reinforced concrete members under service load conditions. The ratio of the area of the moment diagram where the moment exceeds the cracking moment, to the total area of the moment diagram for any loading, provides the basis for the calculation of the effective moment of inertia. This ratio also represents mathematically a probability of crack occurrence. Verification of this method for the determination of the effective moment of inertia has been achieved from an experimental test program, and has included beam tests with different loading configurations, and shear wall tests subjected to a range of vertical and lateral load levels. Further verification of this method has been made with reference to the experimental investigation of other recently published work.

• Structural Engineering and Mechanics
• /
• 제52권4호
• /
• pp.723-738
• /
• 2014

Prestressing is the most commonly employed technique in bridges and long span beams in commercial buildings as prestressing results in slender section with higher load carrying capacities. This work is an attempt to study the performance of a minimum weight prestressed concrete beam adopting a non-prismatic section so that there will be a reduction in the volume of concrete which in turn reduces the self-weight of the structure. The effect of adopting a non-prismatic section on parameters like prestressing force, area of prestressing steel, bending stresses, shear stresses and percentage loss of prestress are established theoretically. The analysis of non-prismatic prestressed beams is based on the assumption of pure bending theory. Equations are derived for dead load bending moment, eccentricity, and depth at any required section. Based on these equations an algorithm is developed which does the stress checks for the given section for every 500 mm interval of the span. Limit state method is used for the design of beam and finite difference method is used for finding out the deflection of a non-prismatic beam. All the parameters of nonprismatic prestressed concrete beams are compared with that of the rectangular prestressed concrete members and observed that minimum weight design and economical design are not same. Minimum weight design results in the increase in required area of prestressing steel.

• 국제학술발표논문집
• /
• The 7th International Conference on Construction Engineering and Project Management Summit Forum on Sustainable Construction and Management
• /
• pp.337-345
• /
• 2017

The sponge city construction is being carried out in China, and how to reasonably determine the scale of the sponge city facilities is a key point that the planners and designers should seriously solve. In this paper, taking determination of the sponge city facilities in a residential building in Shenzhen as an example, the layout and scales of the rainwater tanks, raingardens, ecological roofs and permeable pavements are decided by using the volumetric method and stormwater management model (SWMM). The calculated results by the two methods are compared and analyzed. The results show that the scales of the sponge city facilities determined by the two methods are almost the same, and it means that any method can be used to determine the scale of sponge city facilities. The volumetric method is relatively simple, and it is suggested to use to determine the scale of sponge city facilities during planning stage. While SWMM is more complex and requires a lot of input conditions, but it can provide the reduction effects of the sponge city facilities for rainfalls with different recurrence periods. Therefore, SWMM is recommended to use the calculation of the hydrological process of the sponge city facilities during the design stage.

• 한국의학물리학회지:의학물리
• /
• 제18권4호
• /
• pp.202-208
• /
• 2007

골반 방사선치료 시 방사선조사부위에서 소장을 제외하여 방사선에 의한 소장의 독성 감소에 가장 효율적인 방법을 알아보기 위하여 본 연구가 시행되었다. 연구대상은 자궁경부암, 자궁내막암, 직장암, S-결장암과 난소암으로 수술 후 골반에 방사선치료를 받은 환자 14명이다. 환자는 모의치료를 시행하기 1시간 30분 전에 150 ml의 바륨과 방광을 채우기 위해 물 500 ml를 마시고 환자의 자세변화와 벨리보드 사용 유무에 따라 5종류의 조영촬영을 하였다. 첫 번째는 방광을 채운 후 누운 자세로 전 후면과 측면을 촬영한다. 두 번째는 방광을 채운 상태에서 엎드린 자세로, 세 번째는 방광을 비운 후 누운 자세로, 네 번째는 방광을 비운 후 엎드린 자세로, 다섯 번째는 방광을 비운 후 벨리보드를 사용하여 엎드린 자세로 각각의 전 후면과 측면을 촬영한다. 모든 조영촬영 사진에서 방사선조사부위에 포함되는 소장의 용적을 측정하였다. 결과는 방광을 채우거나 비운상태 모두 엎드린 자세가 누운 자세보다 소장의 용적이 감소되었으며 특히 측면사진에서 더욱 감소되었다. 엎드린 자세에서는 방광을 채운 상태의 소장 용적이 방광을 비운상태에 비해 전후면 사진에서 13%, 측면 사진에서 26%가 감소되었다. 방광을 비운 후 벨리보드를 사용한 상태의 소장 용적이 벨리보드를 사용하지 않고 엎드린 자세에 비해 전 후면에서 $62.8{\pm}27.1%$, 측면에서 $63{\pm}32.9%$가 감소되었다. 결론적으로 골반에 방사선치료를 시행할 경우 방광을 비운 후 벨리보드를 사용함으로써 소장의 용적을 최소화시킬 수 있었다.

• 대한건축학회논문집:계획계
• /
• 제34권1호
• /
• pp.3-14
• /
• 2018

An apartment complex is a building use with great potential to contribute to solving problems related to urban ecological environment and climate change. The first goal of this study is to grasp the current situation of application and limitations of the ecological area rate, which is a representative evaluation index used to evaluate the environmental performance of the external space of an apartment complex in Green Standard for Energy and Environmental Design (G-SEED). The second goal is to propose a prototype of the evaluation index for evaluating greenhouse gas (GHG) reduction performance in order to supplement the evaluation index for the environmental performance of the external space in terms of response to climate change. We analyzed 43 cases of apartment complexes certified according to G-SEED, which was enforced since July 1, 2010, and found application characteristics of each space type and the limitations of ecological area rate. We analyzed overseas green building certification systems such as LEED and BREEAM that derived implications for supplementing the limitations of ecological area rate, which is focused on the evaluation of soil and water circulation function, and set up a development direction of complementary measures. Through analysis of previous studies, relevant regulations and standards, and technical documents of the manufacturer, the heat island mitigation performance of the pavement and roof surfaces of the apartment complex and the carbon uptake performance of the trees in the apartment complex was selected as parameters to yield the GHG reduction performance of the external space of the apartment complex. Finally, a quantitative evaluation method for each parameter and a prototype of the evaluation index for the GHG reduction performance were proposed. As a result of applying the prototype to an apartment complex case, the possibility of adoption and applicability as an evaluation index of G-SEED were proved.

• Asian-Australasian Journal of Animal Sciences
• /
• 제21권6호
• /
• pp.784-788
• /
• 2008

Studies to detect genes responsible for economic traits in farm animals have been performed using parametric linear models. A non-parametric, model-free approach using the 'expanded multifactor-dimensionality reduction (MDR) method' considering high dimensionalities of interaction effects between multiple single nucleotide polymorphisms (SNPs), was applied to identify interaction effects of SNPs responsible for carcass traits in a Hanwoo beef cattle population. Data were obtained from the Hanwoo Improvement Center, National Agricultural Cooperation Federation, Korea, and comprised 299 steers from 16 paternal half-sib proven sires that were delivered in Namwon or Daegwanryong livestock testing stations between spring of 2002 and fall of 2003. For each steer at approximately 722 days of age, the Longssimus dorsi muscle area (LMA) was measured after slaughter. Three functional SNPs (19_1, 18_4, 28_2) near the microsatellite marker ILSTS035 on BTA6, around which the QTL for meat quality were previously detected, were assessed. Application of the expanded MDR method revealed the best model with an interaction effect between the SNPs 19_1 and 28_2, while only one main effect of SNP19_1 was statistically significant for LMA (p<0.01) under a general linear mixed model. Our results suggest that the expanded MDR method better identifies interaction effects between multiple genes that are related to polygenic traits, and that the method is an alternative to the current model choices to find associations of multiple functional SNPs and/or their interaction effects with economic traits in livestock populations.

• 전력전자학회:학술대회논문집
• /
• 전력전자학회 2001년도 Proceedings ICPE 01 2001 International Conference on Power Electronics
• /
• pp.160-168
• /
• 2001

The RPWM (Random· Pulse Width Modulation) is a switching technique to spread the voltage and current harmonics over a wide frequency area. By using randomly changing switching frequency of the inverter, the power spectrum of the electromagnetic acoustic noise can be spread to the wide-band area. The wide­band noise is much more comfortable and less annoying than the narrow-band one. So, the RPWM has been attracting interest as an excellent method for the reduction of acoustic noise on the inverter drive system. In this paper a new RPPWM (Random Position Space Vector PWM) is proposed and implemented. Each of three phase pulses is located randomly in each switching interval. Along with the randomization of PWM pulses, the space vector modulation is also executed in the C167 micro-controller. The experimental results show that the voltage and current harmonics are spread to a wide band area and that the audible switching noise is reduced by the proposed RPPWM method.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.974-981
• /
• 2005

Because general laboratory tests for sand compaction pile method including unit-cell test device have fixed outside diameter, as area replacement ratio increase, diameter of sand pile increase. These condition can bring about overestimation of stiffness of composite ground. In addition, existing large soil box which consist of bellows type loading plate can occur serious mistake in checking the amount of drained water because there are additional drainage along the inside wall in device. Overcoming these shortcoming, this paper developed modified large scale soil box consist of piston type load plate. In this study, using this device, series of modified large scale soil box tests were performed, and investigated the settlement and stress transportation characteristics with area replacement ratio in sand compaction pile method.