• 한국방재학회:학술대회논문집
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• 2010.02a
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• pp.101.2-101.2
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• 2010

현재 forward osmosis(FO)에 대한 관심이 증가하고 있다. 하지만 FO에 대한 안정성 평가는 전무한 실정이다. 본 연구는 많은 연구로 안정성을 인정받고 있는 RO와 직접 비교를 통하여 FO의 붕소에 대한 안정성을 평가하였다.

• The Journal of Engineering Geology
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• v.15 no.4 s.42
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• pp.423-433
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• 2005

For the design of spread foundation and the stability evaluation, we compared and analyzed it for theoretical, empirical bearing capacity formulas, and various settlement computation formulas, by conducting the plate bearing test at the site of A and B, which consisted of gneiss weathered soil. In addition, we considered the effective method of stability evaluation by carrying out the plate bearing test carried out on the ground consisted of weathering soil of gneiss. Consequently, it was found out that the allowablebearing capacity by the theoretical formula of Terzaghi was too excessive in comparison with the result of the plate bearing test and the Terzaghi-Peck method, which was used widely domestically in designing the spread foundation. It was more effective for a stable design. As a result of the plate bearing test carried out, on the ground consisted of weathering soil. It was found that reviewing the stability by the bearing capacity calculated with load-settlement curve. It is evaluated in a safer side than the point of view of the settlement.

• Bulletin of Food Technology
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• v.12 no.4
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• pp.36-44
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• 1999

기존의 미국 식품의약국(FDA, Food and Drug Administration)규정에 따르면 어떤 식품첨가물의 기능과 안정성을 평가하는 방법은 그때 그때 각각의 경우에 맞게 설정하여 실시하게 되어 있다. 이런 평가 방법은 포괄적이기는 하지만 과잉의 기능과 안정성 시험을 실시하는 결과를 초래해 왔다. 여기서는 새로운 식품 첨가물에 대한 안정성 시험 시 그 첨가물이 사용되는 실제 조건 하에서 체계적이고 과학적인 접근 방법에 따라 시험이 되도록 할 것을 제안하고자 한다. 체계적인 방법으로 시험하기 위해서는 새로 개발된 식품첨가물들이 사용하게 될 적용 대상 식품의 여러가지조건(pH, 수분, 가공 및 저장 온도)에서 그 첨가물의 안정성에 영향을 미치는 화학적, 물리적 주요 요인들이 먼저 결정되어야 한다. 그 다음 기능성과 안전성에 관련된 요소들이 하나의 모델 시스템으로 조직화되어 주요요인들의 측정 범위가 정해져야 한다. 마지막으로 설정된 모델 시스템은 첨가물이 실제 적용받게 되는 가공,운송, 저장 조건 하에서의 사용 조건을 고려한 상태에서 첨가물을 시험하여 기능과 안정성이 입증되어야 한다. 일단 증명이 되면 그 모델 시스템은 사용 가능성이 있는 적용 범위에까지도 그 첨가물의 기능성과 안정성을 평가할 수 있게 해준다. 이 논문에서는 식품첨가물 시험방법에 대한 체계적인 접근 방법을 설명하고 아스파탐의 예를 들어서 그 방법을 조명해 보고자 한다.

• Journal of Korean Society of Steel Construction
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• v.22 no.4
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• pp.293-303
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• 2010

The purpose of this study was to evaluate the influence of the methods of application of the direct analysis method, using the load amplification factor suggested by the KBC 2009 design code, for the evaluation of frame stability. For this purpose, the direct analysis method was performed for three-story-one-bay and five-story-three-bay unbraced steel frames with various notional loads, bending stiffness reductions, and factor B2s. The results of the analyses were compared with the results of the second-order inelastic analysis to evaluate the influence of the applied methods. The scale of the frame, the axial load ratio, and the axial load distribution pattern were added to the main parameters to investigate the external effects. The research results showed that the influence of the methods of application of the direct analysis method is not significant in the case of the required axial strength and the application of the additional notional loads; and that the application of the factor B2 with the story stiffness concept to the direct analysis method is appropriate for the required flexural strength.

• Proceedings of the Korean Geotechical Society Conference
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• 2009.09a
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• pp.985-992
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• 2009

대형 구조물의 기초 시공 시 구조물의 하부지반이 불균질하거나 경사진 지반 또는 일반토사와 암반이 혼재된 지지력이 급격히 변화하는 구간에서 시공되는 경우가 많으며 이와 같은 경우에는 경제적인 최적의 방안으로 직접기초와 말뚝기초를 혼용하여 사용하는 방안이 필요하다. 그러나 일반적으로 기초의 안정성 확보를 위해 보수적으로 말뚝기초를 적용하는 경우가 대부분이며 소규모의 아파트 기초현장에서는 부분적으로 이질기초가 적용되나 이에 대한 보강이나 안정성 검토는 형식적으로 이루어지는 경우가 대부분이다. 본 연구에서는 직접기초와 파일기초가 적용되는 이질기초에 대한 수치해석을 통하여 이질기초 적용 시 기초 및 하부지반에 대한 거동을 평가하여, 이질기초에 대한 적용가능성 여부 및 기초하부에서의 개략적인 거동에 대하여 고찰하고자 한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.12 no.8
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• pp.3729-3744
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• 2011

As the size of structures become larger by civil and architectural structures becoming large, deeply underground, and high-rise, the conditions of underground foundation vary according to the location that the lack of bearing capacity locally because of ununiform of foundation in some parts is frequent. Generally, when the foundation is not homogeneous, the acquisition of safety through applying the most conservative foundation method possible becomes the focus to secure the stability of the superstructures. It is considered as because of inability to verify the application and stability and application of construction of different foundations through an outlined review because of lack of study in case of different foundation of mixed use of direct foundation and pile foundation. Therefore, through measurement interpretation of the different foundation in which the direct foundation and pile foundation are mixed in use, the grounds in which the hypothetical bearing capacity changes dramatically was modeled to evaluate the applicability of different foundations. Also, based on the results of measurement interpretation, various foundations are created by using plaster, Joomunjin standard soil, and rubble to conduct an indoor model test to compare and analyze the movement of pile foundation and different foundations. Based on such research results, the stability and applicability of the different foundations which is more efficient and economical than the existing foundations in case of grounds in which the bearing capacity changes dramatically by comparing and analyzing the different foundations (direct foundation + pile foundation) with the conservative pile foundation and mat foundation. As a result, when the different foundation is applied, the overall settlement amount increased than the conservative pile foundation. However, the difference was very minute and it has been confirmed to be no issue as a result of assessment of stability of the differential settlement of structures through critical angle displacement.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.33 no.3
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• pp.131-138
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• 2021

The armor blocks are used to protect the body of the structure and dissipate wave energies, so it is crucial to evaluate the stability of the armor unit. The stability of armor blocks has been mainly evaluated through empirical coefficients called the stability coefficient obtained from hydraulic model experiments. In this study, a new type of single-layered armor block called K-Block was proposed, and a new experimental method based on the pull-out force was proposed to evaluate the stability of the armor unit, including the interlocking effects. The pull-out force test proposed in this study directly measures the force required to separate the armor unit from the armored layer on the slope by applying a tensile force in the vertical and horizontal directions to the installed armor unit. The proposed experimental method confirmed that the interlocking effects of the armor block could be quantitatively evaluated, and the high stability of the K-Block was verified.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2009.10a
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• pp.920-923
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• 2009

본 논문에서는 디커플링 제어를 적용함으로써 간략화된 모터 모델의 파리미터 변화에 대해 최대의 안정성을 가진 PI 제어기를 제안한다. PI 제어기 이득은 시행착오에 의해 각 요소를 줄임으로써 모터 파라미터로부터 직접 획득되며, 카리토노브 방정식은 모터 파라미터에서의 이득 변화를 평가하기 위해 사용되었다. 시스템 극점이 같은 위치에 존재하기 때문에 본 논문에서 제안하는 방법은 빠른 응답을 제공한다.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 1999.03a
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• pp.59-64
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• 1999

지하암반은 계절적 대기온도 변화의 영향을 거의 받지 않는 온도조건 및 뛰어난 단열성으로 인해 물류의 저온냉동저장이나 액화연료의 저장 등을 위한 좋은 대상으로 인식되고 있다. 이러한 분야에 있어서 암반의 열물성 및 열유동 특성은 매우 중요한 요소로서, 이는 장기적인 에너지절약 및 지하구조물의 열역학적 안정성의 정확한 평가와 직접적 연관이 된다. (중략)

• Journal of the Korean Society for Nondestructive Testing
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• v.36 no.4
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• pp.281-287
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• 2016

Fiber Bragg grating (FBG) sensors are applied in structural health monitoring (SHM) in various application fields because of their ease of multiplexing and capability of performing absolute measurements. Moreover, the packaging methods of FBG sensors accelerate their commercialization rapidly. However, long-term SHM exposes the FBG sensors to cyclic thermal loads, and a investigation is required because it finally leads to the signal instability of the FBG sensors. In this study, the effects of sensor packaging methods two methods are generally used for the FBGs: (bonding both sides of the FBG or bonding the FBG directly on signal stability of FBG sensors are investigated. Tests are conducted on specimens in a thermal chamber, over a temperature range from $-20^{\circ}C$ to $60^{\circ}C$ for 300 cycles. Signal characteristics such as Bragg wavelength, light intensity and full width at half maximum are examined and are compared with those of the FBG sensors, obtained in a previous study under direct bonding conditions. From the comparison, it is observed that the FBG sensors with bonding on both sides of the FBG demonstrate higher signal stabilities when exposed to cyclic thermal loads during long-term SHM. Consequently, it guarantees more effectiveness when packaging the FBG sensors.