• Journal of the Korea Institute of Information and Communication Engineering
• /
• v.18 no.9
• /
• pp.2101-2108
• /
• 2014

Automatic fall-detection algorithms using video-data are proposed. Six types of fall-feature parameters are defined applying the optical flows extracted from differential images to principal component analysis(PCA). One fall-detection algorithm is the simple threshold method that a fall is detected when a fall-feature parameter is over a threshold, another is to use the HMM, and the other is to combine the simple threshold and HMM. Comparing the performances of three types of fall-detection algorithm, the algorithm combining the simple threshold and HMM requires less computational resources than HMM and exhibits a higher accuracy than the simple threshold method.

• Journal of the Korea Concrete Institute
• /
• v.15 no.5
• /
• pp.689-696
• /
• 2003

Recently, Appendix A of ACI 318∼02 Code introduced the Strut-and-Tie Model(STM) procedure in shear design of deep flexural members. The STM procedure is widely used in the design of concrete regions where the distribution of longitudinal strains is significantly nonlinear, such as deep beams, beams with large openings, corbels, and dapped-end beams. Experimental study included five high-strength reinforced concrete deep beams with different detailing schemes for the horizontal and vertical reinforcement. The specimens were designed as simply supported beams subjected to concentrated loads on the top face and supported on the bottom face. At failure, all specimen exhibited primary diagonal crack running from the support region to the point load. Specimens which had mechanical anchorages(terminators) gives better representation of the load-carrying mechanism than the specimen had standard 90-degree anchorage at failure in deep flexural members. Based on the test results, shear design procedures contained in the ACI 318-99 Code, Appendix A of the ACI 318-02 Code, CSA A23.3-94 Code and CIRIA Guide-2 were evaluated. The Shear design of ACI 318-99 Code, Appendix A of the ACI 318-02 Code and CIRIA Guide-2 shown to be conservative predictions from 10% to 36% in the shear strength of the single-span deep beam which was tested. ACI 318-99 Code was the lowest standard deviation.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.34 no.8
• /
• pp.1105-1111
• /
• 2010

The Korea Atomic Energy Research Institutes has been developing the SMART (System integrated Modular Advanced ReacTor), an environment-friendly nuclear reactor for the generation of electricity and to perform desalination. SMART reactors can be exposed to various external and internal loads caused by seismic and coolant flows. The CRDM(control rod drive mechanism), one of structures of the SMART, is a component which is adjusting inserting amount of a control rod, controlling output of reactor power and in an emergency situation, inserting a control rod to stop the reactor. The purpose of this research is performing the analysis of dynamic characteristic to ensure safety and integrity of structure of CRDM. This paper presents two FE-models, 3-D solid model and simplified Beam model of the CRDM in the coolant, and then compared the results of the dynamic characteristic about the two FE-models using a commercial Finite Element tool, ABAQUS CAE V6.8 and ANSYS V12. Beam 4 and beam 188 of simplified-model were also compared each other. And simplified model is updated for accuracy compare to 3-D solid.

• Journal of Korean Society of Steel Construction
• /
• v.16 no.2 s.69
• /
• pp.225-233
• /
• 2004

Composite action is generally achieved by providing shear connections between steel top flange and concrete topping. Composite sections have greater stiffness than the summation of the individual stiffness of slab and beam. Therefore, they can carry larger loads or similar loads with appreciably smaller deflection and are less prone to transient vibration. T-type Steel Composite beam (TSC-beam) was developed to increase these advantages. Ten specimens were tested for this study. During the experiment, crack pattern and deflection of beam were investigated. The examined results of TSC beam system were compared with results from the typical composite beam and RC beam.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.2 no.2
• /
• pp.57-68
• /
• 1998

For free vibration of monosymmetric thin-walled circular arches including restrained warping effect, the elastic strain and kinetic energy is derived by introducing displacement fields of circular arches in which all displacement parameters are defined at the centroid axis. The cubic Hermitian polynomials are utilized as shape functions for development of the curved thin-walled beam element having eight degrees of freedom. Analytical solution for free vibration behaviors of simply supported thin-walled curved beam element is presented by evaluating elastic stiffness and mass matrices. In order to illustrate the accuracy and practical usefulness of this study, analytical and numerical solutions for free vibration of circular arches are presented and compared with solutions analyzed by the FEM using straight beam element.

• Journal of Korean Society of Steel Construction
• /
• v.15 no.5 s.66
• /
• pp.579-589
• /
• 2003

Most beam-to-column connections are symmetrically reinforced because of the reverse action caused by earthquakes. However, in weak-earthquake regions like Korea, asymmetrically reinforced connections could be used. In particular, the connections between concrete-filled tube (CFT) column and H-shape beam could be applied using a simplified lower diaphragm. The tensile capacity or Combined Cross Diaphragm for upper reinforcing was tested using a simple tension test. Four types for lower reinforcing combined Cross, none, horizontal T-bar, and vertical plate were tested using the ANSI/AISC SSPEC 2002 loading program. Horizontal T-bar and stud bolts in vertical flat, bar transmit tensile stress from the beam's bottom flange to filled concrete. All test specimens satisfied 0.01 radian inelastic rotational requirement in ordinary moment frame of AISC seismic provision. According to the results of the parametric studies simplified lower diaphragms demonstrated outstanding strength, stiffness, and plastic deformation capacity which could lead to more sufficient seismic performance in the field.

• Journal of Korea Multimedia Society
• /
• v.14 no.2
• /
• pp.282-287
• /
• 2011

The attribute grammar is a grammar for static semantic rules to overcome the difficulties of type checking. But this attribute grammar is difficult to write and understand by its additional rules. A grammar would be preferable if it has simple and small size of an attribute grammar. This paper shows how to decrease the size of an attribute grammar for an expression using LH method. This approach considers the types of an expression. That is, the construction of a semantic relation between the types of the expression can make it possible that an attribute grammar be written with its simpler and smaller size.

• Composites Research
• /
• v.12 no.4
• /
• pp.33-41
• /
• 1999

In this paper, a simple but accurate method of vibration analysis of structural elements with or without attached mass/masses is presented. The method used has been developed by D.H., Kim since 1974. This method is very effective for the plates with arbitrary conditions and irregular sections. This method is applied to the special orthotropic plate with two opposite edges simply supported and the other two opposite edges free. Such plate represents the most of the simply supported bridges/decks, including concrete and girders-cross beam systems. Detailed illustration is given for beams and plates for easy understanding. Some laminate orientation for which the special orthotropic equations can be applied are identified.

• Cartoon and Animation Studies
• /
• s.5
• /
• pp.485-489
• /
• 2001

본 작품은 사실적 표현, 즉 실사에 근거한 분위기의 애니메이션에 관한 관점에서 시작한다. 물론 애니메이션에서는 생략과 과장이 자유로우며 풍자적이고 은유적인 분위기를 연출하는 것이 특징이다. 즉 사실성보다는 허구적이며 과장된 표현으로 왜곡을 가함으로써 관객들에게 극적 효과를 유발한다. 하지만 관객은 사실적이지 않은 허구인 것을 알면서도 자유로운 상상력의 오락적 분위기에 흥미를 갖는다. 아울러 본 작품은 애니메이션의 동인(動因)과 감성과의 관계를 전제로 한 애니메이션의 분석모형 작품이다. 이러한 모델 설계를 통해 대상물의 본질적인 면, 즉 사실성에 근거한 표현정도에 따라 인간의 감성이 달라질 수 있다는 가정 하에 애니메이션에 있어서 프레임 수와 대상물의 단순화 정도에 따라 감성이 어떻게 반응하고 변화하는가를 웹사이트 상에서 조사할 수 있도록 분석모형을 제작하였다. 연구작품을 위해 애니메이션의 동인이라고 할 수 있는 시간, 운동, 공간 중에서 움직임 지각에 영향을 줄 수 있는 타이밍, 즉 속도문제에 대해 프레임 수와 단순화 단계를 애니메이션의 Movement 동인에 대한 조작적 정의에 독립변수로 보았다. 분석모형의 설계는 객관적인 시각에서 대상물의 움직임을 파악할 수 있는 Duration이 짧은 유형의 대상물(말)과 중간정도의 대상물(사람), 그리고 긴 유형의 대상물(거북이)을 표본으로 선정하여 각 대상물마다 4단계의 프레임으로 나누어 좌표상의 Y축에 제작 배열하였다. 한편 단순화 단계는 대상물의 사실성에 선 드로잉에 이르기까지 4단계로 구분${\cdot}$제작하여 X축에 배열하여 각 클립별 감성언어 조사를 인터넷상에서 할 수 있도록 디자인하였다. 한편 각 클립에서 보여지는 표현향식에 대해 느끼는 감성조사는 디자인 관련 감성 형용사 중에서 본 연구에 적합한 감성언어들을 골라 조사 실시하고자 한다.

• Environmental and Resource Economics Review
• /
• v.5 no.1
• /
• pp.87-111
• /
• 1995

이 논문은 집행당국의 제한된 집행예산속에서 환경법규 위반기업을 적발하고 준수를 유도할 보다 효율적 집행제도로서 차별규제방식이 단순규제방식에 비해서 효율적임을 현행 한국의 초과배출부과금제도에 적용해 실증적으로 보여주고자 하였다. 위반기업들의 최적위반일수를 비교한 실증분석 결과에 의하면 총 65개 오염방지 시설중 단위기간 M=78 일의 경우 단순규제방식하에서 78일 위반시설은 28개, 1-77일사이 위반시설은 13개시설이었다. 차별규제방식하에서 78일 위반시설은 16개 시설이며 1-77일사이 위반시설은 23개시설로 늘어났다. 이같은 현상은 단위기간 M=52일, 39일의 경우 두 규제방식을 비교할 경우도 비슷한 결과를 보였다. 그러므로 차별규제방식이 단순규제방식에 비하여 상대적으로 효과적인 규제방식임을 확인할 수 있었다. 하지만 차별규제방식하에서도 최대한 위반하는 것이 유리한 선택임을 보여주는 상당한 업소들이 존재하였다. 그러므로 차별규제방식도 그룹별로 법규를 차등적용하는 유인은 있지만 궁극적으로는 직접규제의 일종이므로 직접규제의 근본적 문제점을 내포하고 있다. 따라서 현제도를 급격히 바꾸는 것은 현설 여건상 어려우므로 그 중간단계로서 차별규제방식으로 나아가는 것이 필요하다. 그러나 장기적으로는 총량규제방식으로의 전환이나 오염물질량에 비례한 배출부과금제도 오염배출권 거래제도 등과 같은 경제적 효율성을 갖춘 제도로 나아가야 할 것이다.