• Proceedings of the KAIS Fall Conference
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• 2004.06a
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• pp.155-157
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• 2004

본 논문에서는 최근의 가장 대표적인 해킹 방법인 DDoS 공격도구들을 분석하고, DDoS 공격에 대한 기존에 제시된 대응방안들을 검토하여 보다 적절한 대응을 할 수 있는 DDoS 공격 탐지 및 대응 시스템을 설계한다. 제안된 시스템은 탐지 모듈에서 탐지된 공격에 대해 관리자에게 보고하여 적절한 대응을 하고 침입으로 판정되는 패킷들에 대해서는 필터링을 실시하여 네트워크 레벨에서 필터링하고 차단할 수 있는 장점을 살릴 수 있다.

• Proceedings of the Korean Geotechical Society Conference
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• 2008.03a
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• pp.22-33
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• 2008

The plane strain test has been used widely in order to examine the stress-strain relation and failure behavior. Its advantages are more realistic simulation of deformation and failure behaviors of soils. Most plane strain tests have been carried out with restrained end plates due to difficulties in manufacturing the equipment with free end condition and also performing it. In this study, plane strain tests with/without bottom plate restraint were performed on Jumunjin-sand. The measurement of overall and local deformation was accomplished by digital image correlation technique as well as external LVDT. By applying digital image correlation method using two consecutive images captured through the transparent wall, local deformation behavior of various parts inside the specimen was estimated. From digital image analysis result, the restrained effect of end plate was examined about formation and development of shear band, and deformation mechanism of sand under plane strain condition.

• Proceedings of the Korean Geotechical Society Conference
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• 2008.03a
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• pp.1071-1074
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• 2008

In this study, the behavior of dredged soil was measured by repeated tide and analyzed the change of settlements and cone penetration resistance by centrifuge model about dredged soil of Kunsan-Janghang site that maximum tidal range is 7.4m. Consequently the settlements of dredged soil by repeated tide in the 2nd month was 0.489 m. After 12th month, the total settlements was 0.524 m in the model. It meaned the settlements of dredged soil by repeated tide in the 2th month was 80% of the settlements. Also, with the lapse of time, cone penetration resistance increased centrifuge model test for catching the strength change of dredged soil by repeated tide. After 10th month, there were not almost changes. cone penetration resistance in 10th month was measured more 3.5~5.6 times than that in its early stages. Also, with the lapse of time, cone penetration resistance increased almost linearly. And, when we surveyed the relation between cone penetration resistance and time, as depth increased, cone penetration resistance rose.

• Journal of the Korean Geotechnical Society
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• v.19 no.1
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• pp.111-120
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• 2003

A new stress path test method, which is more suitable f3r evaluating settlements of clay deposits, was introduced. This new method is basically based on back pressure equalization concept and makes it possible to estimate deformations corresponding to all points on a specific stress path by only one test. As a result, deformation characteristics of a clay deposit can be predicted by a few tests and the more practical application of stress path method can be realized. In addition, anisotropic deformation behaviors following arbitrary stress paths also can be experimentally measured by this test method. Experimental applicability of the proposed method was confirmed by performing various stress path tests on remolded kaolinite samples and the actual process to evaluate overall deformation characteristics and settlements was also presented.

• Proceedings of the KAIS Fall Conference
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• 2011.05a
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• pp.478-481
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• 2011

본 연구는 GIS를 이용하여 물리적 공간 차원에서 특정 지역 거주자의 물리적 공간 차원에서 공공시설 향유도를 분석하여 평가하는것을 목적으로 한다. 향유도 평가를 위해서는 향유도를 측정할수 있는 지표와 (GIS를 이용한) 지표 값 계산 도구의 개발이 필요하다. 지표는 접근성 및 사용가용량이 고려된다. 사용가용량은 특정 주택으로부터 일정거리 이내에 존재하는 공공시설의 가용량의 합을 말한다. 지표 값을 계산하기 위해선은 GIS를 활용한다. GIS를 통한 향유도 평가 결과는 특정 지역 거주자가 일정거리이내 공공시설에 대한 접근성을 고려하는 동시에 공공시설에 대한 사용가용량을 종합 비교하여 보여준다.

• Geotechnical Engineering
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• v.10 no.2
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• pp.57-68
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• 1994

To find out the most efficient arrangement of root piles reinforcing sandy soil under a strip footing, a series of model tests for the patten A of by R.H. Bassett and N.C. Last are carried out. In the model test, the variables adopted are a pile length, longitudinal spacing, and the number of rows of piles. According to the results, the most efficient longitudinal spacing of piles is six times of a pile diameter. When the pile length exceeds five times of footing width, no further increase of reinforcing effect is observed. In the pattern A, piles of second row exhibit the largest reinforcing effect and the fifth row show no significant reinforcing effect on the soil.

• The Transactions of the Korean Institute of Electrical Engineers C
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• v.53 no.12
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• pp.620-625
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• 2004

In this paper, we studied the emissive electric field due to the communication signal and the noise in medium voltage power-line. There are many types of conductive noise in power-line channel, which gives rise to radiation. And if the DMT carrier signal was excited, the current by this term was added to the current by noise and, generate radiation. We calculated input impedance by means of signal input network model of medium voltage power-line channel for calculating these currents. We calculated currents by input impedance and, calculated the emissive electric field by this calculated currents. From the measurement results, we knew that the measured results are very similar to the calculated results and if the input signal power level was higher than -40 dBm, the emissive electric field exceeds FCC radiation limit level 69.5 dB$\mu$V/m.

• Proceedings of the Korea Concrete Institute Conference
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• 1993.04a
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• pp.107-112
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• 1993

The objective of this experimental investigation is to examine the feasibility and the usefulness of the complementary crosstie in the current ACI 318-89 code for rienforced concrete columns subjected to constant axial load and lateral load reversals. Tests were conducted on1/3 scaled four columns with the length of 1.9m and the cross section of 20$\times$20 cm. The main parameters of specimens were the magnitude of axial load applied and the configuration of transverse reinforcements . From the experimental results, it can be seen that while the column subjected to lower axial load represented considerable ductility behaviors, the column subjected to higher axial load showed the brittle failure

• Proceedings of the Korea Concrete Institute Conference
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• 1994.10a
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• pp.337-342
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• 1994

This experimental study is aiming to investigate the hysteritic behavior of high-strength R/C columns subjected to axial load and lateral load reversals. The five 1/4 scaled specimens were made of high-strength concrete with the design strength load(n=0.2f'cAg, n=0.4f'cAg) and type of transverse reinforcement. From the test results, strength and stiffness degradation of columns under higher axial load is much more serious than that under lower axial load. ductility of columns is enhansed with increasing amount of transverse reinforcement, shear strength is depended on the level of axial load.

• 한국전산유체공학회:학술대회논문집
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• 2010.05a
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• pp.136-141
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• 2010

This study describes effects of width contraction in vaneless diffuser on the performance of centrifugal compressors using commercial CFD code. Numerical analysis for three different diffusers such as Parallel, half contraction, and full contraction was performed. The results show that the performance of the centrifugal compressor is improved through the use of the diffusers with width parallel in high flow rate. The width contraction of diffusers is influenced static pressure rises. Comparison with the experimental data shows agreement.