• Economic and Environmental Geology
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• v.35 no.5
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• pp.445-454
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• 2002

3-D P-wave velocity model in the southern Korean Peninsula is investigated by using the earthquake tomography method. This velocity model would be used to locate the exact hypocenter position, and also useful for our understanding of the crustal structure. The simultaneous inversion is used to get the minimum 1-D model and hypo-center relocation, which are used as an initial 3-D velocity model. The velocities in the minimum 1-D model are 6.04 km/s, 6.45 km/s, and 7.78 km/s between the depth of 0-19 km, 19-32 km, and 32-55 km respectively. In the 3-D P-wave velocity model, Layer 1 (0~3 km) has high velocities in Kyongsang basin, Yonglam massif, and Okchon folded belt, and low velocities in Kyonggi massif. In layer 2 (3~19 km) high velocities are predominent around Kyonsang basin and Yongnam massif except Yonil basin, but low velocities exist around Kyonggi massif and Okchon folded belt. In Laye. 3 (19~32 km) high velocities prevail throughout the southern part of Korean Peninsula, but low velocity does throughout the middle except SNU, YIN station in Konggi massif. In Layer 4 (32 km), the maximum velocity is showed in the middle and southwestern part, while the minimum velocity in the southeastern and coastal area. The depth of the velocity boundary corresponds to the crustal structure of the southern Korean Peninsula which is calculated by gravity data.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.1A
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• pp.39-48
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• 2012

This study deals with numerical determination of stress intensity factors of adhesively patch-repaired plates with cracks at V-shaped or semicircular notches. The p-convergent anisoparametric model are considered and then three-dimensional virtual crack closure technique is presented using formulations of anisoparametric elements. In assumed displacement fields of an element, strain-displacement relations and three-dimensional constitutive equations are derived with three-dimensional hierarchical shape functions expanded from one-dimensional Lobatto functions. Transfinite mapping technique is used to represent a circular boundary. The present model provides accuracy and simplicity in terms of stress concentration factor, stress distribution, the number of degrees of freedom, and non-dimensional stress intensity factor as compared with previous works in literatures. Stress intensity factors obtained by the three-dimensional virtual crack closure technique are estimated with respect to the variation of width of finite plate, radius of notch root, angular inclination of V-shaped notch, and crack length.

• Journal of Distribution Research
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• v.5 no.2
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• pp.49-68
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• 2001

In this chapter, we summarize the results on the optimal location selection and present limitation and direction of research. In order to reach the objective, this study selected and tested the interaction model which obtains the value of co-ordinates on location selection through the optimization technique. This study used the original variables in the model, but the results indicated that there is difference in reality. In order to overcome this difference, this study peformed market survey and found the new variables (first data such as price, quality and assortment of goods, and the second data such as aggregate area, and area of shop, and the number of cars in the parking lot). Then this study determined an optimal variable by empirical analysis which compares an actual value of market share in 1988 with the market share yielded in the model. However, this study found the market share in each variables does not reflect a reality due to an assumption of λ-value in the model. In order to improve this, this study performed a sensitivity analysis which adds the λ value from 1.0 to 2.9 marginally. The analyzed result indicated the highest significance with the market share ratio in 1998 at λ of 1.0. Applying the weighted value to a variable from each of the first data and second data yielded the results that more variables from the first data coincided with the realistic rank on sales. Although this study have some limits and improvements, if a marketer uses this extended model, more significant results will be produced.

• Proceedings of the Korea Water Resources Association Conference
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• 1987.07a
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• pp.261-261
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• 1987

황해의 조석 역학을 포함한 중규모 순환을 연구하기 위해 수립되었던 황해 조석 모델(최, 1980 ; 최, 1984)을 세격자체계로서 개선하였다. 과거 기본모델의 위도 1/5도, 경도 1/4도의 해상도(약 12 해리)는 본 모델에 의해 위도 1/15도, 경도 1/12도의 세격자체계로서 육붕 전역을 자세히 해상시켰다. 모델은 일차적으로 주태음반일주조에 의한 황해의 평균 조석 상황을 재현시키는데 이용되었으며 산정된 조류의 검증은 86년 동계의 해양관측중 해류관측결과(미국 Florida 주립대 - 성균관대 협력연구)로서 수행하였다. 계산 결과에 의하면 과거 모델보다 높은 해상력에 의해 연안에서의 조석 파급 효과가 개선되게 산정되었으므로 연안 해양학적인 각종 응용에 더 나은 입력 및 해석에 이용될 수 있다. 계산 시간간격은 69.00333초로서 1태음조석 주기당 648 timestep 을 형성하였는데 매 조석주기당 약 80 C.P.U.(분)이었으며 7번째 조석주기의 산정 결과를 분석하는데 이용하였다. 본 연구는 기보고된 세계 여타 해역의 육붕모델보다도 자세한 해상도를 갖는 3차원 모델의 결과로서 여겨진다. 아마도 육붕단의 조석 관측이 모델 개선을 위해 필수적인 사항으로 대두되는데 이는 조석 입력(예: 구주 서측 deamphidromic zone)의 중요성이 판별되었기 때문이다. 모델을 이용한 추후의 연구는 극한 상황의 3차원적 해류 분포, 대륙붕 해저 경계층 연구를 포함하는 퇴적 역학 연구 등이 될 것이다.

• Applied Biological Chemistry
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• v.37 no.6
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• pp.447-450
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• 1994

Rate of hydrolysis ethylene phosphate, dimethylphosphate and hydroxyethylmethylphosphate in neutral water have been measured. Hydrolysis of ethylene phosphate proceeds with P-0 bond cleavage $(k_{obs}=3{\times}10^{-7}s^{-1}\;at\;100^{\circ}C,\;{\Delta}H{\neq}=24\;kcal,\;{\Delta}S{\neq}=25.5\;eu)$. In constrast, hydrolysis of dimethylphosphate proceeds with C-O bond cleavage $(k_{obs}=3{\times}10^{-7}s^{-1}\;at\;150^{\circ}C)$. The rate constant for P-O bond cleavage of dimethylphosphate is estimated at $1{\times}10^{-11}s^{-1}\;at\;150^{\circ}C,\;({\Delta}H{\neq}=36\;kcal,\;{\Delta}S{\neq}=25.5\;eu)$. A phosphodiesterase catalyzed hydrolysis of dimethylphosphate is $10^{17}$ times faster than the simple water rate. The observed rate of hydrolysis of hydroxyethylmethylphosphate is comparable to that of dimethylphosphate indicating C-O bond cleavage $(k_{obs}=6{\times}10^{-7}s^{-1}\;at\;150^{\circ}C)$.

• Transactions of the Korean Society of Mechanical Engineers
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• v.12 no.6
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• pp.1438-1449
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• 1988

An analysis of radiative heat transfer has been conducted on axisymmetric finite cylindrical media. It is assumed that the temperature in the media is uniformly distributed and the boundaries are diffusely emitting and reflecting at a constant temperature. The scattering phase function is represented by the delta-Eddington approximation to account for highly forward scattering by particulates just as in the combustion system. Exact numerical solutions are obtained by Gaussian quadrature method and compared with P-1 and P-3 approximation solutions to verify their engineering application limit. The effects of optical thickness, scattering albedo, wall emissivity and aspect ratio are investigated. The results show that P-3 approximation is found to be in good agreement with the exact solution.

• Journal of the Korea Society for Simulation
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• v.29 no.3
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• pp.83-91
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• 2020

To use the OneSAF model for the analysis of Defence M&S, the most critical factor is the acquisition of input data. The model user is hard to determine the input data such as the probability of hit(P_h) and the probability of kill(P_k). These data can be obtained directly by live fire during the development test and the operational test. Therefore, this needs more time and resources to get the P_h and P_k. In this paper, we reviewed possible ways to obtain the P_h and P_k. We introduced several data producing methodologies. In particular, the error budget method was presented to convert the P_h(%) data of AWAM model to the error(mil) data of OneSAF model. Also, the conversion method which can get the adjusted results from the JMEM is introduced. The probability of a hit was calculated based on the error budget method in order to prove the usefulness of the given method. More accurate data were obtained when the error budget method and the projected area from the published photo were used simultaneously. The importance of the P_h calculation was demonstrated by sensitivity analysis of the P_h on combat effectiveness. This paper emphasizes the importance of determining the P_h data and improving the reliability of the M&S system though steady collection and analysis of the P_h data.

• Applied Chemistry for Engineering
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• v.26 no.4
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• pp.483-488
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• 2015

This study examined the adsorption characteristics of $Cr^{6+}$ and $As^{3+}$ in the aqueous solution by Hizikia susiformis biochar which was collected from Jeju Island. The optimal pH for $Cr^{6+}$ and $As^{3+}$ adsorption were 2 and pH 6, respectively. Kinetic data showed that the adsorption occurred during the first 100 min, and the most of heavy metals were bound to biochars within 300 min. Moreover, the kinetic data presented that the course of adsorption follows the Pseudo first and second order models. The equilibrium data were well fitted by the Langmuir model and the $Cr^{6+}$ adsorption capacity (25.91 mg/g) was higher than that of $As^{3+}$ (16.54 mg/g). From these results, the seaweed biochar was shown to be a efficient adsorbent for $Cr^{6+}$ and $As^{3+}$ metals in a contaminated environment.

• Korean Journal of Construction Engineering and Management
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• v.3 no.1 s.9
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• pp.65-73
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• 2002

By its nature, software part of the construction industry such as engineering and so forth has been kept secret to outside, as it determines a company$^{\circ}{\phi}s$ competitiveness. As a result, construction field knowledge usually disappears with the end of a project. The objective of this study is to develop the knowledge management (BM) learning model tuned in to construction area in order to manage project-related knowledge and promote the knowledge management. This study presented a learning model for knowledge management in the construction field, with the aim to integrate a series of processes. The model is composed of EIP, EDMS, knowledge and failure cases management, CoP and e-Learning.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.287-287
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• 2020

2016년말 우리나라의 지하수 관측망은 국가지하수관측망, 지역지하수관측망, 수질전용측정망, 해수침투 관측망 등 다양한 목적하에 약 5,790개가 운영되고 있으며, 평균적으로 약 10년 정도의 관측 기간을 보유하고 있다. 이들 중에서 일 1회 이상 자동관측이 이루어지는 679개를 대상으로 지하수위 시계열자료의 특성을 분석하였다. ARIMA 분석 결과, AR(p) 모델은 전체의 56.8%인 386개, MA(q) 모델은 90.7%인 616개, Integration(d) 모델은 96.5%인 655개로 나타났다. AR(p) 모델중 가장 많은 경우를 보인 것은 AR(1), AR(2), AR(3) 등의 순이며, MA(q) 모델중 가장 많은 경우를 보인 것은 MA(2), MA(1), MA(3) 등의 순이며, Integration(d) 모델은 I(1), I(2)의 순으로 나타났다. AR(1) 모델이 가장 많은 것은 강우에 대한 지하수위의 교차상관의 lag time이 1 ~ 2일인 경우가 가장 많으므로 이전 시점의 지하수위에 의하여 현재 지하수위가 결정된다는 점을 의미한다. Integration이 많이 나타난 이유는 주기적 또는 지속적인 변동성이 지하수위에 나타나고 있음을 보여준다. 지하수위의 시계열 특성의 분류 및 그 원인을 평가하여 각 관측소별 지하수위 변동성을 정의함으로써 추후 지하수위 시계열자료의 분석 목적에 부합하는 자료 선별에 기여하고자 한다.