• 한국약용작물학회지
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• 제28권6호
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• pp.412-420
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• 2020

Background: Measurement of chlorophyll fluorescence (CF) is useful for detection the ability of plants to tolerate environmental stresses such as drought, and excessive sunlight. Cnidium officinale Makino is highly sensitive to water stress and excessive sunlight. In this study, we evaluated the effect of soil water and shade treatment on the photosynthesis and leaf temperature change of C. officinale. Methods and Results: C. officinale was cultivated under uniform irrigation for 1 week drought stress (no watering) for 6 days. A significant decrease in CF was observed on the 5th day of withholding water (approximately 6% of soil water content) regardless of shading. Notably, the Rfd_lss parameter (CF decrease rates) with and without shade treatment was reduced by 73.1% and 56.5% respectively, at 6 days compared with those at the initial stage (0 day). The patterns of the degree of CF parameters corresponded to those of the soil water content and difference between leaf temperature (Ts) and air temperature (Ta). Meanwhile, CF parameters recovered to the 3 - 4 days levels after re-watering, while the soil water potential was completely restored. The suitable soil water content for C. officinale optimal growth was between -5 kPa and -10 kPa in this experiment. Conclusions: Lack of soil water in the cultivation of C. officinale, even with shading, decreased latent heat cooling through transpiration. As a result, heat dissipation declined, and the plant was subjected to drought stress. Soil water content plays a major role in photosynthesis and leaf temperature in C. officinale.

• 정보보호학회논문지
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• 제12권4호
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• pp.55-66
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• 2002

HAVAL은 Zheng 등이 제안한 MD-계열의 해쉬 함수로서, 임의의 길이의 메시지를 입력으로 하며, 128, 160, 192, 224, 256 비트 길이의 해쉬값를 출력하는 해쉬 함수이다. HAVAL은 입력 메시지의 1024 비트 블록을 처리하는 회수에 따라 3-pass HAVAL, 4-pass HAVAL, 그리고, 5-pass HAVAL로 구분된다. 본 논문에서는 3-pass HAVAL의 축소 라운드의 충돌쌍을 찾는 방법을 제안한다. 본 논문에서 제안하는 방법에 의하여 3-pass HAVAL의 처음 두 라운드와 마지막 두 라운드에 대한 충돌쌍을 찾을 수 있다.

• 시스템엔지니어링학술지
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• 제16권2호
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• pp.97-109
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• 2020

On March 11, 2011, an earthquake followed by a tsunami caused an extended station blackout (SBO) at the Fukushima Dai-ichi NPP Units. The accident was initiated by a total loss of both onsite and offsite electrical power resulting in the loss of the ultimate heat sink for several days, and a consequent core melt in some units where proper mitigation strategies could not be implemented in a timely fashion. To enhance the plant's coping capability, the Diverse and Flexible Strategies (FLEX) were proposed to append the Emergency Operation Procedures (EOPs) by relying on portable equipment as an additional line of defense. To assess the success window of FLEX strategies, all sources of uncertainties need to be considered, using a physics-based model or system code. This necessitates conducting a large number of simulations to reflect all potential variations in initial, boundary, and design conditions as well as thermophysical properties, empirical models, and scenario uncertainties. Alternatively, data-driven models may provide a fast tool to predict the success window of FLEX strategies given the underlying uncertainties. This paper explores the applicability of Artificial Intelligence (AI) to identify the success window of FLEX strategy for extended SBO. The developed model can be trained and validated using data produced by the lumped parameter thermal-hydraulic code, MARS-KS, as best estimate system code loosely coupled with Dakota for uncertainty quantification. A Systems Engineering (SE) approach is used to plan and manage the process of using AI to predict the success window of FLEX strategies under extended SBO conditions.

• Journal of Forest and Environmental Science
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• 제38권1호
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• pp.38-47
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• 2022

Hymenodictyon orixensis (Roxb.) Mabberley (locally known as Bhutum in Bangladesh) is both an ecologically and economically valuable multipurpose tree species for afforestation and reforestation programs in Bangladesh. Seed germination and seedling development study of H. orixense were conducted to find out the response to different growing medium, e.g., polybag (15×10 cm (T₀) and 20×15 cm (T₁)), sand medium in propagator house (T₂), conventional nursery bed (T₃), and root trainer (T₄) in the Nursery. Consequently, germination behavior and seedling morphological parameters of H. orixense were assessed. The results revealed that the sand medium of the propagator house (T₂) provided the highest germination % (58.57±22.30) and the highest germination energy (11.43±2.43) followed by seedlings growing in 20×15 cm polybags (T1) containing forest topsoil and cow-dung at a ratio of 3:1. Except for germination energy, germination values, and germination capacity, other seed biology parameters, particularly imbibition, germination period, germination rate, and plant survival percent in T₁, T₂, T₃, and T₄ were significantly (p<0.05) different from T₀. Each phenotypic parameter of seedlings and dry matter of shoot and root significantly differed from control except root length (p<0.992). Based on this study, Polybags of 20×15 cm size are regarded as the best medium for quality seedling development of H. orixense. The nursery bed (T₃) had the lowest germination performance and developed more inferior quality seedlings. Thereby, 20×15 cm size of polybags with conventional soil and cow-dung media is recommended for maximum germination and to grow the quality seedlings of H. orixense in the Nursery.

• 전기전자학회논문지
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• 제26권2호
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• pp.329-332
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• 2022

본 논문에서는 ferroelectric(HfO₂)구조가 적용된 3D NAND flash memory의 parameter에 따른 lateral charge migration의 retention과 V_th를 분석하였다. P_s가 클수록 Program 시 ferroelectric에서 가능한 최대 polarization이 크기 때문에 초기 V_th는 P_s 25µC/cm² 보다 P_s 70µC/cm²에서 약 1.04V차이로 커진다. 또한 Program 이후 trap된 전자는 시간이 지남에 따라서 lateral charge migration이 발생한다. Program 이후 gate에 전압을 가하지 않고 ferroelectric은 polarization을 유지하기 때문에 P_s와 크게 관계없이 P_r이 클수록 polarization이 커지고 lateral charge migration에 의한 ∆V_th는 P_r 5µC/cm² 보다 P_r 50µC/cm²에서 약 1.54V차이로 작아진다.

• Earthquakes and Structures
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• 제22권2호
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• pp.185-201
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• 2022

Structural Health Monitoring (SHM) is used to provide reliable information about the structure's integrity in near realtime following extreme incidents such as earthquakes, considering the inevitable aging and degradation that occurs in operating environments. This paper experimentally investigates an integrated wireless sensor network (Wi-SN) based monitoring technique for damage detection in concrete structures. An effective SHM technique can be used to detect potential structural damage based on post-earthquake data. Two novel methods are proposed for damage detection in reinforced concrete (RC) building structures including: (i) Jerk Energy Method (JEM), which is based on time-domain analysis, and (ii) Modal Contributing Parameter (MCP), which is based on frequency-domain analysis. Wireless accelerometer sensors are installed at each story level to monitor the dynamic responses from the building structure. Prior knowledge of the initial state (immediately after construction) of the structure is not required in these methods. Proposed methods only use responses recorded during ambient vibration state (i.e., operational state) to estimate the damage index. Herein, the experimental studies serve as an illustration of the procedures. In particular, (i) a 3-story shear-type steel frame model is analyzed for several damage scenarios and (ii) 2-story RC scaled down (at 1/6th) building models, simulated and verified under experimental tests on a shaking table. As a result, in addition to the usual benefits like system adaptability, and cost-effectiveness, the proposed sensing system does not require a cluster of sensors. The spatial information in the real-time recorded data is used in global damage identification stage of SHM. Whereas in next stage of SHM, the damage is detected at the story level. Experimental results also show the efficiency and superior performance of the proposed measuring techniques.

• Journal of the Korean Wood Science and Technology
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• 제31권5호
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• pp.96-103
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• 2003

국산 주요 침엽수재인 소나무, 잣나무, 낙엽송의 철물접합부 인장하중 특성 구명을 위하여 본 연구를 수행하였다. 철물 접합부의 최대 인장하중은 AA형의 경우 소나무가 3,612 kgf로 낙엽송, 잣나무에 비해 각각 1.2배, 1.7배, EA형의 경우 2,704 kgf로 1.1배, 1.5배 우수하였다. 또한 AA형은 EA형에 비해 3 수종 모두 약 1.2배 이상 높은 인장하중을 나타내었다. 철물접합부의 파괴모드는 주로 이의 빠짐, 철물의 인장파괴와 목재의 전단파괴로 이루어지며, 특히 소나무 접합부는 철물의 인장파괴를 나타내었다. 철물접합부재의 인장하중-변위 특성은 Foschi 모형으로 정확하게 추정할 수 있었으며, 철물접합부의 초기강성은 소나무 접합부재가 높게 나타났다. 국산 침엽수재의 철물접합부에 대한 설계하중은 소나무, 낙엽송, 잣나무의 순으로 높게 나타났으며, AA형의 경우 이당 설계하중이 소나무 25 kgf, 낙엽송 22 kgf, 잣나무 15 kgf이었으며, EA형의 경우 소나무 19 kgf, 낙엽송 17 kgf, 잣나무 13 kgf 이었다.

• 한국전자통신학회논문지
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• 제17권4호
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• pp.641-648
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• 2022

본 연구에서는 지수 형태의 분포(Exponential Basic, Inverse Exponential, Lindley, Rayleigh) 특성을 갖는 NHPP 소프트웨어 신뢰성 모형의 성능을 비교 분석하였고, 이를 근거로 최적의 신뢰성 모형도 함께 제시하였다. 소프트웨어 고장 현상을 분석하기 위하여 시스템 운영 중 수집된 고장 시간 데이터를 사용하였고, 모수 추정은 최우 추정 법을 적용하여 해결하였다. 다양한 비교 분석(평균제곱오차(MSE) 분석, 평균값 함수의 참값 예측력 분석, 강도 함수의 평가, 임무 시간을 적용한 신뢰도를 평가)을 통하여 Lindley 모형이 가장 우수한 성능을 가진 효율적인 모형임을 알 수 있었다. 본 연구를 통하여 기존 연구사례가 없는 지수 형태의 특성을 갖는 분포의 신뢰도 성능을 새롭게 파악하였고, 이를 통하여 소프트웨어 개발자들이 초기 단계에서 활용할 수 있는 기본적인 설계 데이터를 제시할 수 있었다.

• 한국지반공학회논문집
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• 제22권10호
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• pp.111-120
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• 2006

본 연구에서는 개별요소해석 프로그램 PFC를 이용하여 실내 대형삼축압축시험에 대한 거동예측 및 실내시험 결과와의 분석을 수행하였다. 댐 축조용 락필재료(rockfill material)에 대한 실내 대형삼축압축시험을 수행하였으며, PFC 해석에 있어서는 초기 간극률을 고려한 개별요소 생성과 팽창, clump logic을 이용한 대상재료의 입도분포 모델링을 수행하였다. 특정 구속압 조건에 대한 실내시험 결과를 이용하여 개별요소해석시 필요한 미시 물성치(micro Parameter)를 산정하였으며, 이를 이용하여 다양한 응력조건에 대한 개별요소해석을 수행하였다. 본 연구결과, 개별요소법은 지반공학적 측면에서, 조립재료에 대한 미시적 거동(micro behavior) 및 전체적 거동(macro behavior)의 예측뿐 아니라, 수치시험실(numerical laboratory)로서 활용될 수 있음을 확인할 수 있었다.

• Geomechanics and Engineering
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• 제29권5호
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• pp.509-522
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• 2022

Tail-grouting is an effective measure in shield engineering for filling the gap at the shield tail to reduce ground deformation. However, the gap-filling ratio affects the value of the gap parameters, leading to different surface settlements. It is impossible to adjust the fill ratio indiscriminately to study its effect, because the allowable adjustment range of the grouting quantity is limited to ensure construction site safety. In this study, taking the shield tunnel section between Chaoyanggang Station and Shilihe Station of Beijing Metro Line 17 as an example, the correlation between the tail-grouting parameter and the surface settlement is investigated and the optimal grouting quantity is evaluated. This site is suitable for conducting field tests to reduce the tail-grouting quantity of shield tunneling over a large range. In addition, the shield tunneling under different grouting parameters was simulated. Furthermore, we analyzed the evolution law of the surface settlement under different grouting parameters and obtained the difference in the settlement parameters for each construction stage. The results obtained indicate that the characteristics of the grout affect the development of the surface settlement. Therefore, reducing the setting time or increasing the initial strength of the grout could effectively suppress the development of surface subsidence. As the fill ratio decreases, the loose zone of the soil above the tunnel expands, and the soil deformation is easily transmitted to the surface. Meanwhile, owing to insufficient grout support, the lateral pressure on the tunnel segments is significantly reduced, and the segment moves considerably after being removed from the shield tail.