• Transactions of the Korean Society of Mechanical Engineers A
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• v.20 no.7
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• pp.2246-2256
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• 1996

To investigate the effect of material and precess variables on stamping formability of sheet materials, simulations for the cup drawing and the Yoshida buckling test were carried out using ABAQUS, commercial nonlinear finite element analysis code. The various factor effects on stamping formability of sheet materials were analyzed by the designed process according to Taguch's orthogonal array experiment. Cup drawing simulation showed that local neckling was very sensitive to plastic anisotropy parameter of sheet material and friction coefficient between sheet and tool interface. Simulations for the Yoshida buckling test have clarified that buckling behaviour of sheet material was mostly susceptible to yield stress and sheet thickness mostly. However, plastic anisotropy parameter and strain hardening coefficient affect moderately buckling behaviour of steel sheets after the buckling initiation.

• Journal of the Earthquake Engineering Society of Korea
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• v.15 no.6
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• pp.1-10
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• 2011

This study presents the results of parametric studies of the P-M interaction diagram of hollow prestressed concrete bridge columns. Among the numerous parameters, this study concentrates on concrete compressive strength, prestressing steel reinforcement ratio, effective prestress, the Ds/Do ratio, and the Di/Do ratio. The strength and ductility of hollow prestressed concrete bridge columns were evaluated through quasistatic tests. The P-M interaction diagrams from the codes were different from that of the results, which were in good agreement with AASHTO-LRFD. Nondimensionalized P-M interaction diagrams were developed to predict the design resistance of hollow prestressed concrete bridge columns.

• Proceedings of the KWS Conference
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• 2010.05a
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• pp.98-98
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• 2010

온실가스와 같은 환경오염으로 인한 규제로 인해 경량화 소재인 알루미늄의 차체 적용이 늘어가는 추세이다. 하지만 알루미늄의 낮은 용접성으로 인하여 기계적 접합법 등이 알루미늄의 접합에 사용되고 있으나 낮은 접합강도 등의 문제가 발생하고 있다. 본 논문에서는 스폿용접 시뮬레이션 프로그램인 SORPAS를 이용하여 건전한 용접부를 얻을 수 있는 알루미늄 합금 용접 조건을 도출하였고 실제 델타스폿 용접기를 이용하여 도출된 실험 결과와 비교 분석하였다. 이를 위하여 전극의 형태에 따른 용접성의 변화를 분석하였고, 전류 및 가압력 프로파일에 따른 용접성의 특징을 관찰하였다. 그리고 각각의 용접 변수들의 변화에 따른 용접 특성 평가 실험을 통하여 각 변수들의 특성을 파악하였고, 용접강도가 높고 용접부에 결함이 존재하지 않는 용접성을 가진 변수조건을 구하였다. 최종적으로 변수 특성 평가 실험의 결과를 바탕으로 Al 6032와 Al 5454에 대하여 넓은 적정용접 영역을 가진 로브 곡선을 도출하였다. 본 연구는 2009년도 서울시 산학연 협력사업(과제번호 10848) 및 BK21의 연구비 지원을 받아 수행 하였음.

• Science of Emotion and Sensibility
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• v.6 no.4
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• pp.25-32
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• 2003

This paper suggests the evaluation method of gait analysis in measurements obtained using the "Foot Scanner" and "Foot Analyzer" system. Previous examination method with the unaided eye on the sole of the foot and analysis method of pressure distribution in gait have been discussed by many researchers. Also they have concerned with pressure curve, COP(center of pressure) trace, and velocity in COP. However experiment results depend on test environment and conditions of subjects. Consequently we need to regard the special energy parameter for solving the problem. The kinetic energy and impulse parameter can be used as parameters of gait analysis. The results of this study confirmed the validity of presented of the parameters through the experiment with eight subjects.

• Journal of Korean Society of Steel Construction
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• v.21 no.3
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• pp.311-320
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• 2009

This paper presents the experimental results of an experiment on the current rectangular CFT columns and rectangular CFT columns additionally confined by carbon fiber sheets(CFS) under axial loading. The main experimental parameters were the layer numbers of the CFS and the depth-to-thickness ratio. Nine specimens were prepared according to the experimental parameter plans, and axial compression tests were conducted. From the tests, the failure procedure, the load-axial deformation curve, the maximum axial strength, and the deformation capacity of the CFT columns and the confined CFT columns were compared. Finally, it was seen that the maximum axial strengths of the CFT increased more significantly than that of the current CFT columns because of delayed local buckling.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.203-207
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• 2009

Neyman-Scott Rectangular Pulse 모형(NSRPM)은 Poisson process에 기초를 둔 모형으로 수자원분야에서는 강수자료를 생성하는데 널리 쓰이고 있다. NSRPM을 구축하기 위해서는 기존에 관측된 강수 자료를 이용하여 NSRPM의 매개변수를 추정하여야 한다. NSRPM의 매개변수를 추정 시 강수자료의 모멘트와 매개변수로 구성된 모멘트식을 비교하여 매개변수를 추정한다. 기존에 사용된 모멘트를 이용한 NSRPM의 매개변수 추정방법의 경우 매개변수로 구성된 모멘트식을 증명하여야지만 NSRPM의 매개변수를 추정할 수 있다. 또한 증명된 모멘트식이 없는 모멘트 값의 경우 매개변수 추정 시 사용하지 못하는 단점이 있다. 이런 한계점으로 인하여 NSRPM 의 수정 및 추정이 어려워 NSRPM은 널리 사용되지 못하고 있다. 본 연구에서는 매개변수 추정방법의 따른 한계점을 극복하고자 직접적인 매개변수 추정방법을 제안하였다. 직접적인 매개변수 추정방법은 모멘트 식을 이용하지 않고 생성된 자료를 이용하여 직접적으로 매개변수를 추정하는 방법이다. 본 연구의 대상지점은 금강유역의 대전으로 선정하였으며, 사용된 자료는 기상청에서 운영하는 대전 지상관측소 강수자료를 사용하였다. 총 39년의 자료를 이용하여 각 방법을 이용하여 매개변수를 추정하였다. 실험결과 직접적인 추정방법이 기존 매개변수 추정방법보다 더 정확한 매개변수를 추정하는 것을 확인 할 수 있었다.

• Communications for Statistical Applications and Methods
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• v.3 no.2
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• pp.85-91
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• 1996

일본의 품질 전문가 다구찌가 제안한 파라미터 설계의 장단점에 대해 많은 논의가 있어왔다. 본 연구에서는 신호 대 잡음 비율에 초점을 두어, 이론적 쟁점이 무엇인지를 요약하고, 그 문제점을 모의실험을 통해 구체적으로 지적하였다. 한편 신호 대 잡음 비율에 대한 대안 중에서 Box의 변수변환 방법을 소개하였다.

• Journal of the Korea Concrete Institute
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• v.28 no.1
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• pp.105-113
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• 2016

Most studies on mechanical properties of concrete with recycled aggregate was focused on the concrete with compressive strength of less than 40 MPa. Therefore, this paper concerns the compressive strength and mechanical properties of concrete with compressive strength of greater than 40 MPa containing recycled coarse aggregate (RCA). The experimental parameters were compressive strength level and replacement ratio of RCA. Compressive strength level was 45 and 60 MPa, and replacement ratio of RCA was 30, 50, 70 and 100%. The results of the test were discussed: compressive strength, elastic modulus, split tensile strength and modulus of rupture. Test results of elastic modulus were compared to the design code predictions. The design code predictions for elastic modulus overestimated the experimental results. However, the design code predictions for modulus of rupture were generally in agreement with the measured values.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.222-227
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• 2001

Full scale construction tests of CFT(concrete filled steel tube) column to solve construction problem and to confirm quality were performed in apartment site. To improve construction efficiency, the tests has been accomplished two stages after the tests for material mixing design had been completed. In the first stage, the experimental variables were the placing methods, existence of guiding pipe, placing velocity and drop height and the height of specimen were $3.6{\cal}m$. In the second stage, Filling steel tube of 9.6m height with concrete was performed by two ways, that is, the pump-up method and the dropping method. The filled condition of the concrete and concrete strength distribution according to the column height were checked and the quality of the CFT column was confirmed.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.5
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• pp.61-71
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• 2009

This paper presents the results of an experiment comparing the current circular CFT columns and circular CFT columns that were additionally confined by carbon fiber sheets (CFS) under axial loading. The main experimental parameters are the numbers of CFS layers and the diameter-to-thickness ratio. 10 specimens were prepared according to the experimental parameter plans, and axial compression tests were conducted. From the tests, the failure procedure, load-axial deformation curve, maximum axial strength, and deformation capacity of the CFT columns and confined CFT columns were compared. The test results showed that the maximum axial strengths of CFT columns additionally confined by CFS are increased higher than those of the current CFT columns, and that local buckling can be delayed due to the confinement effect of CFS.