• 한국구조물진단유지관리공학회 논문집
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• 제20권4호
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• pp.136-143
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• 2016

염해에 의한 철근콘크리트 구조물의 내구수명을 평가하는 방법에는 여러 가지가 있지만, 가장 확실한 방법은 염해환경에 노출된 시편에 대한 철근 부식시험을 시행하는 것이다. 그러나 이러한 방법은 장기간이 소요된다는 단점이 있으며 이를 보완한 촉진부식시험 결과는 장기시험과의 상관성이 규명되지 않아 적용에 한계가 따른다. 따라서 본 연구에서는 부식촉진시험과 장기폭로시험간의 상관성을 분석하는 것을 연구의 목표로 한다. 부식속도가 가장 빠른 간만대 환경을 모사한 최적 건습반복시험방법을 찾고 해양환경폭로시험장의 간만대에 장기간 노출된 시편의 철근부식모니터링 시험결과와의 비교를 통해 촉진부식시험과 장기폭로시험간의 상관계수를 도출하였다. 또한 재료의 배합별 특성을 파악하기 위해 물,결합재비 60%를 기준으로 플라이애시를 20% 치환한 배합과 고로슬래그 미분말을 30% 치환한 배합을 비교하였으며, 물-결합재비가 35%인 고강도 배합에 대해서도 시험을 실시하였다. 반전지전위법에 의한 부식 모니터링 결과 일정기간의 건조와 습윤의 반복 조건보다는 염수를 시편 상부에 침지시켜 염수 및 산소의 공급이 계속되는 염수 ponding 시험법이 24~36% 정도 부식을 촉진시키는 것으로 나타났다. 각 배합별로는 모든 시험법에서 OPC60, FA, BS, OPC35 순으로 부식이 발생하였다. 간만대의 장기폭로시험과의 상관성 분석 결과 건습반복 부식촉진시험의 경우 4.23~5.52의 상관계수를 가지고 있었으며, 염수 ponding 시험법의 경우 6.54~7.82의 상관계수를 나타내었다.

• 한국통신학회:학술대회논문집
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• 한국통신학회 2004년도 하계종합학술발표회논문초록집
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• pp.476-476
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• 2004

• 대한화학회지
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• 제31권2호
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• pp.143-152
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• 1987

불포화고리 아닌 화합물(unsaturated acyclic hyrocarbons)과 불포화고리 화합물(unsaturated acyclic hyrocarbons) 153가지에 대한 $\pi$-결합에너지를 Huckel 분자궤도 함수론적으로 계산한 $E_{\pi}$값과 Kier의 molecular connectivity index, $\chi$와 비교하여 계산한 값 사이의 관계가 대단히 잘 일치함을 알 수 있고, Molecular Connectivity Index 중 일차 valence connectivity index, $^1{\chi}^v$가 $E_{\pi}$와 좋은 상관관계가 있다.

• The Journal of Asian Finance, Economics and Business
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• 제8권3호
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• pp.781-791
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• 2021

This study aims to analyze the relationship between the business cycles of the ASEAN +3 countries. In addition, the effects of the spillover value on the coincident indicators are determined. This study employs secondary data and uses multivariate time series of five ASEAN countries, namely, Indonesia, Malaysia, Singapore, Thailand, and the Philippines. The proxy was the real gross domestic product (GDP) collected annually from the CEIC, the IMF, and the World Bank for the period from 1964 to 2016. The data was plotted against two time periods, 1964-1998 as the pre-crisis period, and 1999-2016 as the post-crisis period. The index data was changed to the base year 2010. The data was subsequently separated from the trends and the cyclic components. The cyclic components were obtained by using Hondrick-Prescott filter, and them were further analyzed. The analytical method used was Contemporaneous and Cross-Correlation tools. The results showed that, before and after the crisis, the value of the business cycle correlation between ASEAN +3 countries was stronger and moved together at the same level of lag value. The implication of this research was an initial finding of the ASEAN +3 countries' prerequisites for the formation of a common currency.

• Molecules and Cells
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• 제26권1호
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• pp.87-92
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• 2008

We employed dual color Fluorescence Cross Correlation Spectroscopy (FCCS) to measure the interaction between PKA regulatory (RII) and catalytic subunits (CAT) in living cells. Elevation of intracellular cAMP with forskolin decreased the cross-correlation amplitude between RFP-fused RII (RII -mRFP) and GFP-fused CAT (CAT-EGFP) by 50%, indicating that cAMP elevation leads to dissociation of RII-CAT complexes. Moreover, diffusion coefficient analysis showed that the diffusion rate of CAT-EGFP was significantly increased, suggesting that the decreased RII-CAT association caused by cAMP generated free CAT subunits. Our study demonstrates that in vivo FCCS measurements and their quantitative analysis permit one not only to directly quantify protein-protein interactions but also to estimate changes in the intracellular cAMP concentration.

• 대한금속재료학회지
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• 제47권11호
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• pp.707-715
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• 2009

This paper deals with cyclic stress and strain responses during isothermal low cycle fatigue (LCF) and thermo-mechanical fatigue (TMF) loadings on Nb and Mo containing 15Cr stainless steel, which is used for exhaust manifolds in automobiles. The test temperatures ($T_{i}$) of the isothermal LCF were 600 and $800^{\circ}C$. The minimum temperature of the TMF test was $100^{\circ}C$ and the maximum temperaures ($T_{p}$) were varied between 500 and $800^{\circ}C$. In both loading conditions, weak cyclic softening is observed at $T_{i}=T_{p}=800^{\circ}C$, but the transition to strong cyclic hardening is completed with the temperature decrease below $T_i=600{\sim}700^{\circ}C$ for LCF and $T_{p}=500{\sim}600^{\circ}C$ for TMF. The stress-strain hysteresis loops in the TMF loading show a significant stress relaxation during compressive (heating) half cycle at $T_{p}>500^{\circ}C$, which develops tensile mean stress during cycling. Due to the stress relaxation, the TMF test sample reveals much lower dislocation density than the isothermally fatigued sample at the same temperature with $T_{p}$. A detailed correlation between fatigue microstructure and cycling deformation behavior is discussed.

• 한국지반공학회논문집
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• 제40권3호
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• pp.65-75
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• 2024

본 연구에서는 여러 영향 인자들이 사질토의 액상화로 인한 침하에 미치는 영향을 확인하기 위해 변형률 제어조건 하에서 반복단순직접전단시험을 수행하였다. 누적 전단 변형률, 상대밀도, 반복 하중의 형태, 시료 준비 방법 등의 다양한 인자들을 선정하였으며, 지진 하중이 발생하였을 때 인자들이 지반 침하에 미치는 영향을 분석하였다. 시험 결과, 누적 전단 변형률이 낮고 상대밀도가 높은 시료에서 더 작은 부피 변형이 발생하였다. 추가적으로 반복하중의 진폭은 부피 변형에 영향을 미쳤으나, 주파수는 시료의 부피 변형에 영향을 미치지 않는다는 사실을 확인할 수 있었다. 시료 준비 방법에 따라서도 액상화에 따른 침하가 다른 양상을 보인다는 사실을 확인하였으며, 이와 같은 결과들은 향후 액상화로 인한 침하 예측을 수행할 때 기초 연구로써 의미가 있을 것으로 기대된다.

• Steel and Composite Structures
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• 제26권4호
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• pp.439-452
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• 2018

This paper presents experimental and numerical study on buckling behaviors and hysteretic performance of Class 1 H-shaped steel beam subjected to cyclic pure bending within the scope of ultra-low cycle fatigue (ULCF). A loading device was designed to achieve the pure bending loading condition and 4 H-shaped specimens with a small width-to-thickness ratio were tested under 4 different loading histories. The emphasis of this work is on the impacts induced by local buckling and subsequent ductile fracture. The experimental and numerical results indicate that the specimen failure is mainly induced by elasto-plastic local buckling, and is closely correlated with the plastic straining history. Compared with monotonic loading, the elasto-plastic local buckling can occur at a much smaller displacement amplitude due to a number of preceding plastic reversals with relative small strain amplitudes, which is mainly correlated with decreasing tangent modulus of the material under cyclic straining. Ductile fracture is found to be a secondary factor leading to deterioration of the load-carrying capacity. In addition, a new ULCF life evaluation method is proposed for the specimens using the concept of energy decomposition, where the cumulative plastic energy is classified into two categories as isotropic hardening and kinematic hardening correlated. A linear correlation between the two energies is found and formulated, which compares well with the experimental results.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2000년도 영호남학술대회 논문집
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• pp.269-272
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• 2000

Spinel $LiMn_2O_4$ samples are prepared by heating a $LiOH{\cdot}H_2O/MnO_2$ mixture in air at $800^{\circ}C$ for 36h, and their structure and electrochemical performance are studied by using X-ray diffraction, Cyclic Voltammetry, AC Impedance, and Charge-discharge measurements. It was found that the electrochemical properties of the $LiMn_2O_4$ samples are very sensitive to substituted volume of lithium. Initial impedances of all cathode was similar. Initial resistance was $60{\sim}70{\Omega}$. Reaction peak of Cyclic voltammetry was weak by increase of substituted volume of lithium. $Li[Li_{0.08}Mn_{1.92}]O_4$ and $Li[Li_{0.1}Mn_{1.9}]O_4$ cathode materials showed the charge and discharge capacity of about 125mAh/g at first cycle, and about 95mAh/g after 70th cycle. It showed excellent property in sample revealed good structure and other electrochemical property.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2002년도 가을 학술발표회 논문집
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• pp.475-482
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• 2002

A moment-curvature relationship to simulate the behavior of reinforced concrete (RC) columns under cyclic loading is introduced. Unlike previous moment4curvature models and the layered section approach, the proposed model takes into account the bond-slip effect by using a monotonic moment-curvature relationship constructed on the basis of the bond-slip relation and corresponding equilibrium equation at each nodal point. In addition, the use of curved unloading and reloading branches inferred from the stress-strain relation of steel gives more exact numerical result. The pinching effect caused by axial force is considered with an assumption that the absorbing energy corresponding to any deformation level maintains constant regardless of the magnitude of applied axial lone. The advantages of the proposed model, comparing to layered section approach, may be on the reduction in calculation time and memory space in case of its application to large structures. Finally, correlation studies between analytical result and experimental studies are conducted to establish the validity of the proposed model.