• 대한전기학회:학술대회논문집
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• 대한전기학회 2000년도 하계학술대회 논문집 A
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• pp.434-436
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• 2000

It is difficult to accurately measure the ground resistance because it varies widely not only with the type of soil but also with the ground parameters; the moisture, the temperature the buried depth of electrodes, and the ground augmentation material and so on. Therefore, in this paper we analyzed the relation between the parameters and the resistance of ground in order to obtain a method of maintaining ground resistance stable. In experiments, the variation coefficients of ground resistance were calculated by the monthly measured data. The ground resistance decreases as the length of the ground rod increases. The variation between the ground resistance and the moisture rate of soil was low in case of using the ground augmentation material. Without the ground augmentation material, the ground resistance decreases as the moisture rate of soil increases. The ground resistance becomes small when the earth temperature becomes low.

• 대한조선학회 특별논문집
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• 대한조선학회 2017년도 특별논문집
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• pp.14-18
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• 2017

The Lashing bridge and radar mast of ship are upright structures so they are generally exposed to excessive vibration. Recently, the use of low speed main engines for improving fuel efficiency has been increasing, and the excitation frequencies of the main engine are moving to the low frequency band. If the excitation frequencies are coincident with the natural frequencies of the local structure, excessive vibration occurs during main engine operating condition. The modal test is to experimentally determine resonance frequency, mode shape, and damping, which are vibration characteristics of a mechanical structure under dynamic external force. Through this study, the vibration characteristics of the structure are obtained by modal tests and the low vibration measure is applied to the local structures.

• 자동차안전학회지
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• 제7권4호
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• pp.20-25
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• 2015

The basic point of a vehicle recall is to remove vehicle defects as soon as possible and thus prevent possible road traffic accidents caused by the defects beforehand. Therefore, the core of vehicle recall under the self-certification system consists of a timely response and fast remedy of defects. The present study aimed to deduce a plan for improvement of the system necessary for the fast remedy of defects through a phased analysis of defect investigation procedure based on defect investigation statistical data. There will be a need to make the TSB(Technical Service Bulletin) or service campaign data submission of a manufacturer compulsory for the collection of broad defect information in the stage of information analysis and to impose a higher penalty when the manufacturer violates the data submission in the investigation stage. In addition, it is considered that an active service campaign should be induced and a punishment for late recall will be needed for consumer protection.

• 한국지반공학회지:지반
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• 제7권2호
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• pp.27-40
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• 1991

동아대학교 승학캠퍼스는 산지를 굴착하여 약 10년 전부터 연차적으로 건설되어 왔다. 1989년 8월에 내린 200mm16ay이상의 집중호우로 인한 지하수 및 산사태로써 건물, 사면, 미로 등 많은 피해를 입었다. 이 피해의 원인조사 및 보완대책을 위하여 현황 및 50m 격자형 위치측량, 예비조사, 야외간이 측량법, 지구 물리학적 탐사법, 시추조사 및 흙의 특성시험 등이 수행되었다. 이러한 조사결과를 바탕으로 피해의 원인 및 예측을 수행하였으며 수평배수공법, 위험한 노출암괴의 제거, 지하배수를 겸한 옹벽설치, 붕적층의 제거 및 격자형 블록에 의한 사면안정공법 등좌 보완대책이 수립되었다.

• 한국해양공학회지
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• 제12권3호통권29호
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• pp.19-30
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• 1998

In this paper, the dynamic analysis of a dolphin system for mooring a floating structure such as barge mounted plant is studied. The characteristics of the soil-pile system are simplified by a set of equivalent spring elements at the mudline. To evaluate the equivalent spring constants, the finite difference method is used. Since the characteristics of the soil-pile system are nonlinear in case of soft foundation, the nonlinear dynamic analysis technique is needed. The Newmark $beta$ method incorporating the modified Newton-Raphson method(initial stiffness method) is used. A numerical analysis is performed on two mooring dolphin systems on soft foundation and rock foundation. In case of the rock foundation, the characteristics are found to be nearly linear, so the linear dynamic analysis may be sufficient to consider the foundation effect. But in case of soft foundation, the non-linearity of the foundation appears to be very signigicant, so the nonlinear dynamic analysis si needed.

• Journal of Acupuncture Research
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• 제18권1호
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• pp.226-236
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• 2001

Objects : To evaluate clinical efficiency of The A-Shi point for the herniated lumbar intervertebral disc. Methods : The patients who had a diagnosis of herniated lumbar intervertebral disc by lumber CT and MRI, and were observed from the twentieth March 2000 to the tenth Novemsber 2000, were divided into two classes ; the "A" group was 15 cases practiced with Acupuncture treatment used of A-Shi point and the twelve-Meridian, the "B"group 15cases only Acupuncture treatment used of twelve-Meridian, Results : the most type of low back pain was, the Gall bladder channel of Foot-souyang 15 cases (50%) and the Gall-Bladder Meridian Muscle was 45 cases the most in the existence part of A-Shi point On the result of treatment due to clinical symptoms, the "A" group was 57.9% as excellent and "B" group 19.8%. On the measurement of Lumber flexion, the "A" group proceed more excellent result than the "B group at the whole grade. Conclusion : These results suggest that The A-shi point was effective treatment of herniated intervertebral disc.

• Journal of Acupuncture Research
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• 제19권6호
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• pp.67-79
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• 2002

Objective : This study was designed to find out the effects of Korean bee-venom therapy on neck pain due to soft tissue damage. Methods : This study was carried out for 34 patients who had neither structral defectiveness of cervical spine nor neural injury but simple soft tissue damage among poeple who visited Hye-dang Oriental Hospital from March 4, 2002 to September 30, 2002. Group A of 17 patients was taken Korean bee-venom therapy Group B of 17 patients was taken common acupuncture therapy. Results : We have found out the good effects of Korean bee-venom therapy on the patients due to soft tissue damage. Conclusions : The Korean bee-venom therapy is useful on the patients of neck pain due to soft tissue damage.

• 한국지반공학회논문집
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• 제16권1호
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• pp.65-73
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• 2000

본 연구에서는 미소변형률에서 대변형률까지의 거동을 모델할 수 있는 탄소성 구성모델을 개발하였다. 제안된 구성모델은 일반 등방경화규칙에 근거한 비등방 경화규칙과 전응력 개념을 토대로 개발하였다. 그리고 제안된 구성관계가 기존의 대표적 구성모델을 포함하고 있음을 수학적으로 입증하였다. 국내 화강풍화토에 대한 공진주시험, 비틂전단시험, 삼축시험 등 일련의 실내시험 결과를 이용하여 검증한 결과, 쌍곡선 모델 및 Ramberg-Osgood모델과 비교하여 제안된 모델은 미소변형률에서 대변형률까지의 거동을 더욱 일관되고 정확하게 모델할 수 있다. 또한 비틂전단시험 결과와의 비교에서는, 미소변형률 조건에서 나타나는 비선형성을 적합하게 예측할 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.65-70
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• 2005

In this study, the large scale model tests were executed to estimate the Load Sharing Ratio(LSR) of raft in a piled footing under various conditions. The conditions such as the subsoil type, pile length, pile spacing, array type and pile installation method etc. were varied in the pile loading tests about the free-standing group piles and a piled footing. As the results of this study, it was found that there were no differences of the load-settlement curves, along with the pile installation method and subsoil type. The piles supported most of the external load until a yielding load of the piled footing, but the raft supported a considerable load after a yielding load. And it was also found that the LSR didn't be affected by the pile installation method and the subsoil type. As the relative density of sands increased, the LSR decreased. As the pile spacing was wider and the pile length increased, there was a tendancy for the LSR to increase.

• 대한기계학회논문집
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• 제14권6호
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• pp.1382-1390
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• 1990

본 연구에서는 Yang의 이론을 바탕으로 여러가지 원형집중하중을 받는 원형평 판에 관한 최대하계해를 구하고자 한다.앞서 열거한 문헌에서는 여러가지 해석법이 제시되었으나, 문제의 성격에 비하여 그 해법이 매우 복잡하였다. 본 논문에서는 원 형평판에 관한 해법으로서 전산기를 응용하여 가능한 한 단순한 해법으로 최대화기법 에 의한 완전한 해를 얻기 위한 시도를 제시하고자 한다.