• International Journal of Air-Conditioning and Refrigeration
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• 제14권4호
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• pp.138-146
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• 2006

Recently, a technology based on the proportional integral (PI) control have grown rapidly owing to the needs for the robust capacity of the controllers from industrial building sectors. However, PI controller generally requires tuning of gains for optimal control when the outside weather condition changes. The present study presents the possibility of reinforcement learning (RL) control algorithm with PI controller adapted in the HVAC system. The optimal design criteria of RL controller was proposed in the environment chamber experiment and a theoretical analysis was also conducted using TRNSYS program.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.712-721
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• 2010

Our country is composed of about 70% mountain district. Therefore the tunnel and the bridge are used plentifully in the road. The bridge the establishment location of the pier according to ground condition and the route is executed from various condition. this study leads and stability investigation and reinforcement instance there is a goal which presents an example about investigation.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1760-1769
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• 2007

The cut slope sliding which has been frequently encountered in Pohang area has been reported due to the rapid reduction of shear strength in mudstone after being exposed to the air. Mudstone has characteristics that it has high enough strength and stiffness in a dry condition, but the strength and stiffness decrease in a wet condition with groundwater infiltration. The case study in this paper shows that mudstone which had enough strength in a boring stage has lost the strength after installing PRD steel pipe pile inducing an insufficient bearing capacity, which has been ascertained by the static load test. Test construction has been performed to investigate the most favorable method for increasing a pile bearing capacity in mudstone with various methods such as MSG (Micro Silica Grouting) around the tip and side of a pile, the perimeter grouting combined with Micro pile reinforcement, and concrete filling after tip reinforcing grouting. From the test construction, MSG has been turned out to be the most favorable method for increasing a pile bearing capacity in mudstone, which has been confirmed by the static load test.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2002년도 가을 학술발표회 논문집
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• pp.521-526
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• 2002

The seismic performance of structural walls subjected to the cyclic lateral loads are influenced by various factors, like sectional shape, aspect ratio, reinforcement ratio, arrangement of reinforcement, and axial load ratio etc. In this research, reinforced concrete structural walls with the T-shaped cross section were selected. The seismic performance of T-shaped wall was affected by the many (actors because T-shaped wall is irregular wall composed to two rectangular walls. Especially the seismic performance of T-shaped wall varies with the flange condition and the various factors including the flange condition were determined. Therefore, the objective of this study is to understand the factors to improve seismic performance of RC T-shaded tv using sectional analysis.

• KIEAE Journal
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• 제2권1호
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• pp.41-48
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• 2002

This study aims to investigate and evaluate the room acoustic designs of a multi purpose gymnasiums which do not use adjustable treatments in order to change the acoustical characteristics. Considering the main uses of gymnasium and auditorium, experiments were carried out using both nondirectional speakers on the stage and loudspeaker installed on the ceiling. The result from the study are as follows; Measured RT under unoccupied condition was a little longer than the expected value, therefore, in the case of occupied condition RT would be close to the optimum value. However, parameters that evaluate intelligibility and speech transmission property appeared to be low and have large differences depending on the measuring points, therefore, more effective sound reflecting surfaces and sound reinforcement systems should be considered.

• 한국안전학회지
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• 제23권5호
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• pp.22-29
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• 2008

This paper provides the evaluation method for the pressure vessel with internal wall-thinning defect, which is based on ASME design criteria. Pressure vessel has wall-thinning partially and patch reinforcement has been attached for reliable operating. However, present partial wall thinning could be through wall thinning at the next inspection time with present corrosion progress speed. Therefore safety margin was calculated for various conditions from present wall-thinning condition to additive patch reinforced condition via two-dimensional and three-dimensional, geometrically linear FE analyses using elastic materials.

• 콘크리트학회논문집
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• 제14권6호
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• pp.830-842
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• 2002

• 한국지반환경공학회 논문집
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• 제2권4호
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• pp.39-50
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• 2001

본 연구에서는 지오그리드로 보강된 도로제방 사면에 대해 한계평형해석에 근거한 보강사면해석 프로그램인 RSS를 이용하여 보강길이와 간격의 변화에 따른 사면의 안전율 변화를 살펴보았다. 해석결과 비보강시 기준안전율을 만족하지 못하는 사면에서 보강재길이의 증가에 따라 비보강사면에 비해 최대 50~150%의 안전율이 증가되었으며 보강길이를 증가시켜도 안전율의 추가상승이 없는 한계길이를 확인하였다. 또한 동일 가상보강단면에 대하여 범용프로그램인 FLAC을 이용하여 유한차분해석을 실시하여 안정성이 확보된 사면에 발생하는 수평변위, 수평응력, 보강재의 인장력을 산출하여 보강길이의 추가적인 증가에 의한 효과를 알아보았다. 해석결과, 파괴형태는 선단파괴 또는 사면내 파괴로 나타났으며 안정성을 확보한 상태에서는 한계평형해석결과와 동일하게 보강길이의 추가적인 증가에 의한 안정성 증대효과는 미미한 것으로 나타났다.

• 콘크리트학회논문집
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• 제25권6호
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• pp.641-648
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• 2013

현행 설계기준들에서는 비틀림모멘트를 받는 철근콘크리트 부재의 취성적인 파괴를 방지하기 위하여 최소비틀림철근비를 규정하고 있다. 그러나, 국내 현행기준 및 ACI318-11에서 규정하고 있는 최소비틀림철근비 산정식은 종방향 최소철근비, 공간트러스모델의 역학적 평형관계 및 여유강도 확보 등의 측면에서 불합리한 문제점들을 내포하고 있다. 따라서, 이 연구에서는 이러한 문제점을 극복하기 위하여, 보다 합리적이고 충분한 강도여유율을 확보할 수 있는 최소비틀림철근비 산정식을 제안하였다. 또한, 제안식을 기존실험 결과와 비교하여 검증하였으며, 제안모델이 모든 대상실험체들의 최소비틀림철근비를 안전측으로 평가하는 것을 확인하였다.

• Journal of the Korean Academy of Child and Adolescent Psychiatry
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• 제1권1호
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• pp.172-177
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• 1990

12세로 추정된 시설아동의 2년간 지속된 구토행위를 행동치료 방법을 사용하여 치료하였다. 이 아동의 구토행위 형태는 바닥에 음식을 토해 낸 후 $2{\sim}3$ 차례에 걸쳐 토한 음식을 다시 먹는 것이었다. 치료 방법으로 일단 토해 낸 음식을 다시 먹지 못하도록 하기 위해 음식을 토할 때마다 즉시 토한 음식을 치웠다. 일단 위에 들어간 음식을 역류시켜 바닥에 토하지는 않았지만 입안에서 씹을때는 입을 강제로 벌려 입안의 음식물을 제거하였다. 치료는 약 3주간 지속되었는데 식사 후 2시간 30분동안 치료전에는 평균 46회($범위=30{\sim}62회$)토했고 치료 후에는 평균 1.12회($범위=0{\sim}10회$)로 감소하였다. 치료 종료 후 10개월이 지난 뒤에도 아동의 구토행위는 재발되지 않았다. 따라서 토하는 행위를 강화시키는 요인인 '토해낸 음식을 다시 먹는 기회'를 박탈한 본 연구의 치료방법은 구토행위의 치료에 매우 효과가 높은 것으로 나타났다.