• Journal of Korean Society of Steel Construction
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• v.19 no.5
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• pp.473-482
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• 2007

When the material strength and ductility of shear studs is sufficient to carry the interface shear force, the composite beam can behave safely without premature structural failure in the interface and without ultimate moment reduction. In this study, the influence of the deformation capacity of shear studs embedded in high-strength concrete on structural behavior and design condition of composite beam is analyzed using FEM. In the analysis, load type, degree of shear connection and arrangement of studs are considered as analysis parameters. According to analysis results, in the case of partial interaction,the deformation capacity of studs embedded in high-strength concrete should be considered together with material strength. Especially in the case of uniform arrangement of studs and uniformly distributed load, a minimum available degree of shear connection is restricted by the deformation capacity of studs. In this case,shear studs should be arranged in consideration of the distribution of shear force at the composite section.

• Journal of the Korean GEO-environmental Society
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• v.12 no.1
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• pp.27-33
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• 2011

In general, the shear strength of a clay specimen under the direct shear test and the triaxial compression test increases with an increase in the shear rate. This study investigates the effects of shear rate and silt content on the stress-strain behavior of remolded Gwangyang clay, by changing the shear rate and the silt content. Based on the results of the triaxial compression tests, the equi-strain line of remolded Gwangyang clay shows initially positive slope and then becomes flat at certain strain level. As the strain level where the equistrain becomes flat is different depending on the soil with different silt contents, this can be considered as the inherent property of soil.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2003.05a
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• pp.297-302
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• 2003

고압증기멸균을 통해서 변형된 키토산을 FT-IR로 분석해 봤을 때, 기존의 키토산의 형태를 유지하고 있음을 알수가 있었고 분자량을 변화 시킨 키토산을 기존의 키토산과 납 흡착실험을 통해서 제거능 비교해 볼 때 15 min > 30 min > 10 min > 5min > 60 min > 0 min 순으로 나타났다 이로써 시간별로 autoclaving처리하여 분자량을 변화시킨 키토산의 제거율이 높음을 알 수가 있었다. 그 중에서도 15 min 동안 autoclaving처리하는 것이 가장 적당한 것으로 알 수가 있었다. 중금속 제거 전후의 키토산을 SAM과 TEM을 통해서 관찰해 보았다. SAM의 경우 autoclaving처리하지 않은 키토산의 표면보다는 autoclaving처리한 키토산의 표면에 보다 많은 기공이 생겨났음을 알 수 있었으며 그로 인해서 납 중금속이 보다 많이 흡착되어 있음을 알 수가 있었다. TEM의 결과로 봤을 때 높은 고압과 온도에 의해서 키토산 고유의 물결무늬가 사라졌음을 알 수가 있었다. 납 중금속이 내부에는 흡착이 이루어지지 않고 외부에 흡착이 이루어 진 것을 볼 수가 있었다.

• The Journal of the Acoustical Society of Korea
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• v.19 no.2
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• pp.83-89
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• 2000

In this paper, we proposed a discriminative adaptation method for PMC algorithm and achieved improved speech recognition rate. For the adaptation, we adopted modified PMC(MPMC) which is a variant of PMC and discriminatively adapted the association factor for each mixture of the HMM in the MPMC. From the recognition experiments, the proposed method showed better recognition rate than the conventional PMC. Also, compared with STAR algorithm which is another model parameter compensation method, the proposed method showed superior performance when the SNR is very low and the adaptation data is not sufficient.

• Journal of Ocean Engineering and Technology
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• v.23 no.6
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• pp.23-31
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• 2009

The interaction of incident monochromatic waves with a bottom-mounted vertical porous circular cylinder is investigated using the framework of the three-dimensional linear potential theory. The porosity of the circular cylinder is uniform vertically but varies in the circumferential direction. By adjusting the porosities of the circular cylinder, both the wave blocking performance of a porous semi-circular breakwater and the wave responses inside a circular harbor with an entrance are applied as calculation examples. It is found that the reflected waves, wave run-up, and wave forces are significantly reduced due to wall porosity, which are positive factors for a breakwater, and the amplification factor of a circular harbor at resonant frequencies is greatly reduced by a porous sidewall.

• Proceedings of the Korean Institute of Building Construction Conference
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• v.y2004m10
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• pp.27-30
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• 2004

The objectives of the present study is to solve problems in PC tile before-fixing method using ordinary concrete by adopting the liquefaction method in manufacturing PC to which the tile before-fixing method is applied, and to provide basic information for the practical use of the PC tile before-fixing method, which uses high workable concrete, through manufacturing a complex body based on the optimal mix proportion,

• Review of KIISC
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• v.18 no.5
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• pp.62-72
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• 2008

인터넷 뱅킹은 인터넷을 통해 금융 업무를 처리하는 시스템으로, 시 공간적 제약이 없어 이용자가 크게 증가하고 있지만 인터넷을 기반으로 한 웹 공격으로 인하여 많은 위협을 받고 있다. 인터넷 뱅킹은 서비스를 제공하는 은행에 따라 사용자 인터페이스와 처리 방법이 매우 다양하므로, 인터넷 뱅킹 시스템을 목표로 한 웹 공격을 탐지하기 위해서는 해당 인터넷 뱅킹 서비스의 특징을 반영할 수 있는 고유의 패턴을 생성해야 한다. 본 논문에서는 서열 정렬 알고리즘을 이용하여 인터넷 뱅킹 이용에 대한 정상 및 비정상 패턴을 자동으로 생성하여 웹 공격을 탐지하고 분석하는 방법을 제안한다. 제시한 방법의 성능 평가를 위하여, 모의 인터넷 뱅킹 프로그램을 설치한 후 정상적인 이용과 웹 공격을 시도한 자료를 구분하여 수집하고 유사도를 측정하였다. 실험결과 제안된 기법이 오탐율이 낮고 탐지 성능 또한 뛰어남을 확인하였다. 그리고 전문가의 도움 없이 정상 패턴과 비정상 패턴을 생성할 수 있어 효율적으로 변형된 공격이나 새로운 공격을 차단하고 비정상 행위에 판단에 대한 근거를 제시할 수 있음을 보였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.3 no.3
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• pp.9-18
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• 1983

In many geological investigation, a data sequence may be created which consisted of a succession of mutually exclusive state. However, now our interest lie in the nature of transition from one state to another, rather than in the position of states in the sequence. In this paper, authors studied for the deformation of HAEUNDAE beach by transition matrices and empirical eigenfunction method. In this paper, 5-yr. set of profile data from HAEUNDAE beach measured at several monthly or yearly intervals are analyzed by using the transition matrices and empirical eigen-function. Results of this study indicate that the transition matrices and empirical eigenfunctions are useful in the analysis of beach profile data and provide objective insight in the nature of profile configuration.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.28 no.5
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• pp.441-449
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• 2015

In this paper we perform a linearized buckling analysis using the Kirchhoff plate theory and the von Karman nonlinear strain-displacement relation. Design sensitivity analysis(DSA) expressions for plane elasticity and buckling problems are derived with respect to Young's modulus and thickness. Using the design sensitivity, we can formulate the topology optimization method for minimizing the compliance and maximizing eigenvalues. We develop a topology optimization method applicable to plate buckling problems using the prestress for buckling analysis. Since the prestress is needed to assemble the stress matrix for buckling problem using the von Karman nonlinear strain, we introduced out-of-plane motion. The design variables are parameterized into normalized bulk material densities. The objective functions are the minimum compliance and the maximum eigenvalues and the constraint is the allowable volume. Through several numerical examples, the developed DSA method is verified to yield very accurate sensitivity results compared with the finite difference ones and the topology optimization yields physically meaningful results.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.9 no.4
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• pp.182-193
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• 1997

The interaction of monochromatic incident waves with a horizontal flexible membrane is investigated in the context of two-dimensional linear hydro-elastic theory. First, analytic diffraction and radiation solutions for a submerged impermeable horizontal membrane are obtained. Second, the theoretical prediction was compared with a series of experiments conducted in a two-dimensional wave tank at Texas A & M University. The measured reflection and transmission coefficients reasonably follow the trend of predicted values. Using the developed computer program, the performance of surface-mounted or submerged horizontal membrane wave barriers is tested with various system parameters and wave characteristics. It is found that the properly designed horizontal flexible membrane can be an effective wave barrier.