• 터널과지하공간
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• 제3권1호
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• pp.40-49
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• 1993

In this study, the indirect estimation method of the support load which is based upon the integrated measuring technique suggested by Kovari was applied to the calculation of support load in the mine roadway. Four test supports were installed in the area where they had to be replaed. Two of those were GI-130 rigid supports and the others were U-26 yieldable supports. The vibrating wire strain gages which were attached inpairs on the steel arch support were used to provide an accurate measurement. Bending moments and normal forces obtained from strain gage pairs were used to calculate the support load. This method was also verified by laboratory bending tests. The results obtained from the back-calculction method showed relatively good agreement with the measured convergence for each crossection.

• 한국정밀공학회지
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• 제32권11호
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• pp.997-1005
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• 2015

In this study, modal analysis and equivalent static load analysis for valve supports of 26" gas piping in gas stations were conducted and the existing straight and inclined types of valve supports were compared using seismic performance testing. Also, a new valve support shape was suggested by optimizing position of fastener holes, width and thickness of the support, and size of bracket. Improvement in seismic performance by design optimization was verified through equivalent static load analysis. The seismic performance of the newly proposed valve support was greatly improved and the maximum displacement and maximum stress of the seismic load was about 20% lower than those of the existing valve support.

• 대한기계학회논문집A
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• 제31권2호
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• pp.277-284
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• 2007

The steam generator in a nuclear power plant is a large heat exchanger that uses heat from a reactor to generate steam to drive the turbine generator. Rupture of a steam generator tube can result in release of fission products to environment outside. Therefore, an accurate integrity assessment of the steam generator tubes with cracks is of great importance for maintaining the safety of a nuclear power plant. The steam generator tubes are supported at regular intervals by support plates and rotations of the tubes are restrained. Although it has been reported that the limit load for a circumferential crack is significantly affected by boundary condition of the tube, existing limit load solutions do not consider the restraining effect of support plate correctly. In addition, there are no limit load solutions for circumferential cracks in U-bend region with the effect of the support plate. This paper provides detailed limit load solutions for circumferential cracks in top of tube sheet and the U-bend regions of the steam generator tube with the actual boundary conditions to simulate the restraining effect of the support plate. Such solutions are developed based on three dimensional finite element analyses. The resulting limit load solutions are given in a polynomial form, and thus can be simply used in practical integrity assessment of the steam generator tubes.

• 대한조선학회논문집
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• 제46권2호
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• pp.148-154
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• 2009

Type A LPG Carrier is the ship using the low temperature independent cargo tank separate from the hull, which has various support structures for laying independent tanks on the hull. In this paper, the direct strength analysis for the support structures has been performed through the direct load analysis, load transfer, stress analysis and strength assessment. Also, a rational modeling method of support structures has been proposed to obtain the dynamic load between the hull and the separate tank.

• 한국터널지하공간학회 논문집
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• 제8권4호
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• pp.365-375
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• 2006

일반적으로 터널2차라이닝의 구조해석에는 골조해석모델이 적용되고 있다. 본 모델은 경험적 방법에 의한 지반 이완하중을 고려하고 있으나 주관적이고 과대평가되는 경향이 있다. 2차라이닝에 작용하는 지반하중은 숏크리트 및 록볼트와 같은1차지보재의 지지력 상실에 기인한다. 그러므로 2차라이닝에 작용하는 지반하중 산정에는 1차지보재와 지반의 평형상태가 고려되어야 한다. 지반-라이닝 상호작용(Ground-Lining Interaction, GLI)모델은1차지보재의 지지력 상실에 의해 야기된 지반의 변형을2차라이닝이 지지하는 개념을 토대로 수립되었다. 따라서 GLI모델은 복잡한 지반조건과 1차 지보재의 설치조건을 합리적으로 반영한 지반하중을 고려할 수 있다. 2차라이닝에 작용하는 하중은 지반하중 외에 지하수압, 지진하중 등이 있다. 극한강도 설계법을 이용한 라이닝 구조보강을 위해서는 계수하중 및 다양한 하중조합이 고려되어야 한다. GLI모델은 계수하중을 고려하기 곤란하기 때문에 개별 하중에 대해 산정된2차라이닝 단면력에 하중계수를 곱하는 중첩의 원리를 적용하였다. 끝으로, 본 연구에서 제시된 GLI모델을 이용한 2차라이닝 설계방법을 저심도 지하철 터널에 적용하였다.

• 대한임상전기생리학회지
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• 제5권2호
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• pp.73-84
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• 2007

This study aims to examine changes from differences in the lumbar scoliosis angle and iliac crest height due to abnormal and habitual posture shown in unilateral weight load at standing posture and suggest data for preventing and treating lumbago. The subjects of this study are 16 lumbago patients between twenties and forties with chronic lumbago over six months, but without neurological symptoms. As a result of photographing front and back with three conditions such as weight load on both sides and left or right unilateral weight load posture in order to examine changes of lumbar scoliosis and iliac crest according to changes of posture at unilateral weight load, while scoliosis angle and iliac crest height by habitual unilateral support were increased, those by opposite support were decreased. In conclusion, it was found that habitual unilateral weight load may cause continuous distortion of spinal angle and change of iliac crest height and these may be a factor of lumbago. Therefore, if habitual unilateral weight load state is kept continuously, distortion of lumbar angle and iliac crest height may be greater and common efforts to change habitual unilateral weight load are needed.

• 콘크리트학회지
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• 제9권1호
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• pp.183-194
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• 1997

통상적인 방법에 의해 측정된 콘크리트 보의 변위는 지지점의 국부변위나 변위의 측정 위치에 따른 외부적인 요인이 포함된다. 이러한 오류에 의한 변위의 크기는 실제 변위크기와 거의 같은 정도이기 때문에 이를 사용하여 정확한 파괴 파라메타를 구하기 어렵다. 본 연구에서는 외부적인 요인의 영향을 받지 않는 균열개구 변위와 하중작용 방향 변위의 상관관계를 규명하고, 하중 개구부 변위를 파괴특성을 구하는 인자로 사용하였다. 균열개구 변위와 하중방향 변위는 서로비례함을 알 수 있었으며, 이 비례관계를 이용하여 RILEM에서 제시한 파괴에너지 결정방법에 대한 문제점을 발견하였고 이에 대한 수정방법을 제시하였다.

• 대한전기학회논문지:전력기술부문A
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• 제55권7호
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• pp.306-312
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• 2006

Support Vector Machine(SVM), of which the foundations have been developed by Vapnik (1995), is gaining popularity thanks to many attractive features and promising empirical performance. In this paper, we propose a new short-term load forecasting technique based on SVM. We discuss the input vector selection of SVM for load forecasting and analyze the prediction performance for various SVM parameters such as kernel function, cost coefficient C, and $\varepsilon$ (the width of 8 $\varepsilon-tube$). The computer simulation shows that the prediction performance of the proposed method is superior to that of the conventional neural networks.

• 한국안전학회지
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• 제26권3호
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• pp.59-62
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• 2011

Among the accidents and failures that occur during concrete construction, many are formwork failures which usually happen when concrete is being placed. A system of formwork filled with wet concrete has its weight at the top and is not basically a stable structure. Slab formwork consists of sheathing, stringer, hanger and shore. There are several types of adjustable shores. In construction site, pipe supports are usually used as a shore of slab formwork. In this study, pipe support systems with/without horizontal connector were measured by buckling test. Buckling load of respective pipe support system was analyzed by structural analysis program(MIDAS). Buckling load of pipe support with/without horizontal connector was got by test and structural analysis. According to these results, we know that horizontal connector made pipe support system very safe. Buckling load of pipe support with horizontal connector is 56% higher than that without horizontal connector. So horizontal connector is important in slab formwork systems. Finally, the present study results will be used to design slab formwork system safely in the construction sites.

• 한국산업융합학회 논문집
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• 제23권4_2호
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• pp.627-635
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• 2020

In this study, the optimal support span determination of pipeline system was carried out in consideration of the effects of seismic loads. The theoretical support and structural analysis were used to determine the optimal support span of piping system according to pipe diameter using theoretical and structural deflection criteria. The reliability of the analysis results was secured by comparing the structural and theoretical results. In particular, the optimum support span of piping system was obtained by considering the effects of seismic load, and the optimal support span of pipe diameter and piping system tended to be proportional to each other. When considering the effects of earthquakes on different pipe diameters(300~2,500mm), the span length is reduced by up to 48% at the allowable stress criterion, and the pipe span length is reduced by up to 5.9% at the deflection criterion. It can be seen that the effect of the seismic load on the determination of the piping span length has a greater effect on the stress than the displacement.