• 사상체질의학회지
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• 제25권4호
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• pp.306-319
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• 2013

Objectives The purpose of this study was to find correlations between gastrointestinal disorders, pain, sleep disorder, fatigue, and to figure out characteristics of fatigue in Sasang Constitution using medical devices data. Methods Sixty three subjects were divided into fatigue group and non-fatigue group, both groups had to undergo blood tests, questionnaire, Sasang constitutional analysis tool (SCAT), pulse wave analyzer examination, heart rate variability examination, nail fold capillary microscopic examination. Results 1) The results of questionnaire about fatigue, gastrointestinal disorder, pain, sleep disorder, quality of life had significant differences between fatigue and non-fatigue groups. 2) Soeumin had more serious gastrointestinal problem and Soyangin had more serious sleep disorder in fatigue groups than non-fatigue groups. 3) According to blood test results, there was no difference between fatigue and non-fatigue groups. 4) Elastic parameter of pulse wave analyzer and nail fold capillary microscopic examination showed significant differences between fatigue and non-fatigue groups in Soyangin. Conclusions We reach the conclusion that fatigue is usually accompanied by gastrointestinal disorder, pain, sleep disorder, deterioration in the quality of life. In Soeumin, treating gastrointestinal disorders can be helpful for treatment of fatigue. In Soyangin, improving sleep disorder may be more effective way to treat fatigue.

• 대한기계학회논문집A
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• 제40권2호
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• pp.185-198
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• 2016

본 논문에서는 통계적인 기법을 기반으로 유한 요소 모델을 개선하기 위해 수행되는 임팩트 해머 실험에서 발생할 수 있는 오차 요인을 분석하고, 오차를 줄일 수 있는 방안을 제시한다. 먼저, 이론 모델과 실험을 통해, 실험 과정과 측정된 신호를 후처리 하는 과정에서 발생할 수 있는 오차 요인을 파악한다. 실험 오차 요인으로 가진력의 지속 시간과 크기, 시편을 지지대와 연결하는 고무줄의 강성과 위치, 응답 신호를 측정하기 위해 시편에 부착하는 가속도계의 위치와 질량을 고려하고, 이에 따른 고유 모드와 고유 주파수의 변화를 살펴본다. 그리고, 디지털 신호 처리 과정에서는 말뚝 울타리 효과, 누설, 지수창 함수 사용에 의한 오차를 살펴보고, 이런 오차를 줄일 수 있는 방법을 제시한다.

• Earthquakes and Structures
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• 제9권4호
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• pp.789-830
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• 2015

The recent re-assessment of the seismic hazard in Europe led for many regions of low to moderate seismicity to an increase in the seismic demand. As a consequence, several modern unreinforced masonry (URM) buildings, constructed with reinforced concrete (RC) slabs that provide an efficient rigid diaphragm action, no longer satisfy the seismic design check and have been retrofitted by adding or replacing URM walls with RC walls. Of late, also several new construction projects have been conceived directly as buildings with both RC and URM walls. Despite the widespread use of such construction technique, very little is known about the seismic behaviour of mixed RC-URM wall structures and codes do not provide adequate support to designers. The aim of the paper is therefore to propose a displacement-based design methodology for the design of mixed RC-URM edifices and the retrofit of URM buildings by replacing or adding selected URM walls with RC ones. The article describes also two tools developed for estimating important quantities relevant for the displacement-based design of structures with both RC and URM walls. The tools are (i) a mechanical model based on the shear-flexure interaction between URM and RC walls and (ii) an elastic model for estimating the contribution of the RC slabs to the overturning moment capacity of the system. In the last part of the article the proposed design method is verified through nonlinear dynamic analyses of several case studies. These results show that the proposed design approach has the ability of controlling the displacement profile of the designed structures, avoiding concentration of deformations in one single storey, a typical feature of URM wall structures.

• Earthquakes and Structures
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• 제10권5호
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• pp.1143-1179
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• 2016

Offshore wind turbines are considered as a fundamental part to develop substantial, alternative energy sources. In this highly flexible structures, monopiles are usually used as support foundations. Since the monopiles are large diameter (3.5 to 7 m) deep foundations, they result in extremely stiff short monopiles where the slenderness (length to diameter) may range between 5 and 10. Consequently, their elastic deformation patterns under lateral loading differ from those of small diameter monopiles usually employed for supporting structures in offshore oil and gas industry. For this reason, design recommendations (API and DNV) are not appropriate for designing foundations for offshore wind turbine structures as they have been established on the basis of full-scale load tests on long, slender and flexible piles. Furthermore, as these facilities are very sensitive to rotations and dynamic changes in the soil-pile system, the accurate prediction of monopile head displacement and rotation constitutes a design criterion of paramount importance. In this paper, the Fourier Series Aided Finite Element Method (FSAFEM) is employed for the determination of static impedance functions of monopiles for OWT subjected to horizontal force and/or to an overturning moment, where a non-homogeneous soil profile has been considered. On the basis of an extensive parametric study, and in order to address the problem of head stiffness of short monopiles, approximate analytical formulae are obtained for lateral stiffness $K_L$, rotational stiffness $K_R$ and cross coupling stiffness $K_{LR}$ for both rough and smooth interfaces. Theses expressions which depend only on the values of the monopile slenderness $L/D_p$ rather than the relative soil/monopile rigidity $E_p/E_s$ usually found in the offshore platforms designing codes (DNV code for example) have been incorporated in the expressions of the OWT natural frequency of four wind farm sites. Excellent agreement has been found between the computed and the measured natural frequencies.

• 한국강구조학회 논문집
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• 제12권1호통권44호
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• pp.17-28
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• 2000

현재 현장에서 건설되어지는 콘크리트교량의 바닥판은 상부와 하부에 동일한 철근을 배근한다. 바닥판 상부철근의 부분적인 제거는 구조적인 측면에서 볼 때, 안전성을 위협하지 않는다는 경험적인 연구 결과들이 발표되어왔다. 판이론에 근거하여 강판형교의 3거더와 4거더시 바닥판의 구조적인 거동을 수식적으로 표현하는 간략화 된 방법을 유도하였다. 거더간 상대처짐을 고려한 간략화 된 방법은 유한요소해석의 결과치와 유사한 값을 얻을 수 있었다. 본 연구에서는, 바닥판 슬래브의 새로운 설계개념이 간략화 된 방법을 통해서 제안되었다. 간략화 된 방법의 변수는 하중위치, 형상비, 상대강성비 그리고 지간 길이 등을 선정하였다. 이 새로운 설계접근방법은 바닥판 상부 철근량을 감소시켜줄 것이다. 바닥판 상부 철근량의 감소는 건설비용의 감소와 철근의 부식문제를 최소화 시켜줄 수 있을 것이다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1409-1416
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• 2010

It is essential to predict a blasting-induced excavation damage zone (EDZ) beyond the proposed excavation line of a tunnel because the unwanted damage area requires extra support system for tunnel safety. Complicated blasting process which may hinder a proper characterization of the damage zone can be effectively represented by two loading mechanisms. The one is a dynamic impulsive load generating stress waves outwards immediately after detonation. The other is a gas pressure that remains for a relatively long time. Since the gas pressure reopens up the arrested cracks and continues to extend some cracks, it contributes to the final formation of EDZ induced by blasting. This paper presents the simple method to evaluate EDZ induced by gas pressure during blasting in rock. The EDZ is characterized by analyzing crack propagation from the blasthole. To do this, a model of the blasthole with a number of radial cracks of equal length in an infinite elastic plane is considered. In this model, the crack propagation is simulated by using three conditions, the crack propagation criterion, the mass conservation of the gas, and the adiabatic condition. As a result, the stress intensity factor of the crack generally decreases as crack propagates from the blasthole so that the length of the crack is determined. In addition, the effect of rock properties, initial number of cracks, and the adiabatic exponent are investigated.

• 한국해양공학회지
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• 제24권6호
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• pp.71-75
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• 2010

Although Graphite Compacted Vermicular (GCV) was first observed in 1948, the narrow range for stable foundry production precluded the high volume application of GCV to complex components such as cylinder blocks and heads until advanced process control technologies became available. This, in turn, had to await the advent of modern measurement electronics and computer processors. Following the development of foundry techniques and manufacturing solutions, primarily initiated in Europe during the 1990s, the first series production of GCV cylinder blocks began during 1999. Today, more than 40,000 GCV cylinder blocks are produced each month for OEMs, including Audi, DAF, Ford, Hundai, MAN, Mercedes, PSA, Volkswagen, and Volvo. Given that new engine programs are typically intended to support three to four vehicle generations, the chosen engine materials must satisfy current design criteria and also provide the potential for future performance upgrades without changing the overall block architecture. With at least a 75% increase in the ultimate tensile strength, a 40% increase in the elastic modulus, and approximately double the fatigue strength of either iron or aluminum, GCV is ideally suited to meet current and future of engine design and performance requirements.

• Spatial Information Research
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• 제21권2호
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• pp.1-9
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• 2013

최근 이동통신 기술의 발전으로 실내에서의 위치 획득 기술이 용이해지면서 실내 내비게이션 시스템에 대한 연구가 각광을 받고 있다. 최적화된 실내 내비게이션은 크고 복잡한 실내에서의 활동을 위해 빠른 경로를 제공한다. 그러나 기존의 실내 내비게이션 알고리즘 연구들에서는 공간 토폴로지 또는 실내 네트워크에 기반하여 대략적인 경로를 도출한다. 본 논문에서는 공간 토폴로지 분석과 실내 내트워크를 통합 분석하여 실내 경로를 계산하는 알고리즘을 제안한다. 제안 알고리즘은 전문적인 실내지도가 아닌 간소화된 실내 지도 데이터를 활용하여 실내 네트워크와 공간 토폴로지의 혼합 분석을 통해 실내 경로의 길이를 줄일 수 있다. 성능평가를 통해 FT-Indoornavi 알고리즘이 기존의 엘라스틱 알고리즘과 iNav 알고리즘보다 더 빨리 실내 경로를 계산할 수 있음을 보여준다.

• 한국의류산업학회지
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• 제17권6호
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• pp.881-894
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• 2015

The silver generation have clothing style of optimal daily life comparing than young generation because they do not participate a specific sport event but daily- life exercise. As the human body ages, the figure of the silver generation shows different body shape because upper body changes to curved figure including the belly and waist part. Therefore, clothing characteristics for the silver generation should be considered with proper function, design and textiles to optimize body movement. This study investigated various exercise types according to motion analysis of the silver generation in order to develop the design of the active T-shirts reflecting the structural properties and providing the optimum exercise circumstance. The results to consider design needs are as followed; As the T-shirts design for the flexible exercise which required frequent movement of upper body such as bending and waist twisting during body stretching, a stretch fabric applied to the waist part considering T-shirts allowance and length to make extreme elongation and support for well-fitting appearance of the T-shirts. As the T-shirts design for the instantaneous reactionary exercise, high elastic four-way stretch fabric is applied to the part of arm hole to optimize skeletal and muscle movement for entire body and arm work. As the T-shirts design for the endurance exercise such as climbing, cycling, and walking, the shoulder line of the back part has cutting line allowance to make optimum movement of the upper body but no change of the waist part.

• 한국터널지하공간학회 논문집
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• 제18권5호
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• pp.469-485
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• 2016

심부 터널 주변 암반의 파괴는 불연속면의 영향을 크게 받는 천부 터널 주변과 다르게 응력의 크기와 방향이 지배한다. 응력 지배 파괴의 양상은 응력 조건, 암석의 특성에 따라 연성과 취성으로 구분할 수 있으며 파석, 판상 파괴, 암석 파열 현상의 결과로 나타나는 V-형 홈 형태 취성 파괴 영역의 범위와 깊이는 심부 터널의 굴착과 보강 설계의 주요 인자이므로 이를 파악하는 것은 중요하다. 취성 파괴의 특성은 응력 조건에 따라 점착력 상실과 마찰력 전이로 구성된다는 점과 진행성 파괴라는 점이다. 본 연구는 이중 선형 절단 파괴 포락선과 탄성-탄소성 연계 해석과 점진적 탄소성 영역 확대라는 해석 절차와 방법을 도입하여 터널 주변 취성 암반의 파괴를 합리적으로 모사할 수 있는 3차원 수치 모델을 구현하였다. 이 수치 모델이 예상한 취성 파괴 영역의 깊이는 기존 사례 연구를 통한 경험식의 결과와 부합되었다.