• Journal of the Korea Convergence Society
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• v.9 no.12
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• pp.189-194
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• 2018

This study is 24 person emergency brake for the structural analysis are described. Recently emerged as a key point of the elevator safety and increase the need for an emergency brake was developed accordingly to ensure the safety of the brake tool for 3D design using Solid Works. ANSYS utilizes 24 person emergency break finite element model for total deformation, strain and stress were obtained.

• Computational Structural Engineering
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• v.3 no.2
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• pp.9-12
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• 1990

유한요소법은 구조물의 변위 또는 응력 등을 해석하기 위한 구조해석 분야에서 뿐만 아니라, 유체역학, 열역학 및 전자기학 등 각종 공학문제의 수학적 모형에 대하여 구해진 미분방정식을 푸는 기법으로 널리 사용되고 있다. 특히, 컴퓨터 기술의 급속한 발달로 인한 유한요소법의 적용범위는 더욱 확장되고 있다. 본 고는 유한요소법이 타 공학문제, 특히 유체에 관련된 문제에서 어떻게 이용되고 있는가를 소개하려 한다. 구체적으로, 해양구조물의 설계에 있어서 선결되어야 할 주요사항인 파랑하중 산정문제를 예로 들어, 유한요소법을 이용한 이의 수식화과정을 간략히 설명하였다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.32 no.2
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• pp.75-86
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• 2019

The biggest obstacle in the nuclear power generation is the high level radioactive waste such as the spent nuclear fuel. High level radioactivities and generated heat make the safe treatment of the spent nuclear fuel very difficult. Nowadays, the only treatment method is a deep geological disposal technology. This paper treats the structural safe design problem of the spent nuclear fuel disposal canister which is one of the core technologies of the deep geological disposal technology. Especially, this paper executed the nonlinear structural analysis for the stresses and deformations occurring in the canister due to the impulsive force applied to the spent nuclear fuel disposal canister in the case of an accidental drop and ground impact event from the transportation vehicle in the repository. The main content of the analysis is about that the impulsive force is obtained using the commercial rigid body dynamic analysis computer code, RecurDyn, and the stress and deformation caused by this impulsive force are obtained using the commercial finite element static structural analysis computer code, NISA. The analysis results show that large stresses and deformations may occur in the canister, especially in the rid or the bottom of the canister, due to the impulsive force occurring during the collision impact period.

• Journal of the korean Society of Automotive Engineers
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• v.9 no.6
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• pp.24-36
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• 1987

컴퓨터의 발달에 따라 이를 이용한 자연과학 분야의 문제해석도 많은 발전을 보이고 있다. 수치해석으로 알려진 여러방법중에서 유한요소법이 가장 광범위하게 응용되고 있으며, 이러하 응용분야는 구조해석, 열전도, 유체흐름 및 전자장 등 다양하다. 또한 개인용 컴퓨터의 발달과 함께 소규모로 운영할 수 있는 전문적인 프로그램이 다수 개발되어 적절한 프로그램의 선정이 어려워지고 있다. A. Niku-Lari가 전문구조해석 시스템의 이론적 배경, 응용, 프로그램설명, 하드웨어 및 응용예 등을 요약하였으며, B. Fredriksson과 J. Markerle은 범용 프로그램의 기능을 정리하였다. 본 고에서는 사용 유한요소 프로그램의 범용성과 그 한계등을 B. Fredriksson과 J. Markerle가 정리한 내용을 소개하는 방법을 통해 알아보고자 한다. 또한 A. Niku-Lari가 요약한 도표를 소개하여 각 프로그램을 비교하는데 도움이 되도록 하였다.

• Computational Structural Engineering
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• v.10 no.4
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• pp.34-40
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• 1997

본 연구의 주 목적은 돔형 구조물의 해석에 있어서 보-데크 연결 모델을 정식화하는데 있다. 목조 돔 구조물의 데크지붕 효과는 Wu(1991), Telang(1992) 등에 의해 제안되었으며, 데크지붕 효과를 설명하기 위해 트러스 브레이싱법을 도입하였다. 그러나 이 TB법은 좁은 간격으로 박혀있는 못 들의 효과를 적절히 설명해 내지 못했다. 다른 한편으로는 Tsang(1991), Kavi(1992) 등이 Dolan(1989)의 이론을 응용한 보-데크 연결법(BDC)을 도입하여 해석하였다. 이 BDC모델은 보 요소의 이 보 요소에 강체링크로 연결되어 있는 스프링 요소가 보요소의 각 절점을 공유하게 되므로, 아무리 많은 스프링을 가정하더라도 자유도수는 증가하지 않는다는 것이다. 그러므로 돔 구조와 같은 대형 구조물을 해석할 때 컴퓨터 용량과 계산시간을 절약할 수 있다.

• Journal of Korean Association for Spatial Structures
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• v.7 no.4
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• pp.55-61
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• 2007

Recently, with the development of computer, FEM has became the most frequently used numerical analysis method. FEM shows great ability in structures analysis, however, Galerkin's Method is more useful in grasping influence or the tendency of parameter which forms the structure. This paper perform the eigenvalue analysis using Galerkin's Method which is advantageous in grasping the influence and the tendency of parameter which forms the structure and study on the influence of parameter that forms arch on natural frequency response.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.3
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• pp.13-20
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• 2010

To evaluate the performance of safety apparatus without the full scale crash test, the computer simulation is inevitable. But, to improve the accuracy of computer simulation, it is important to reasonably determine the input parameters in which the interaction of vehicle-guardrail-soil should be accounted for. This study is focused on how to enhance the reliance of the dynamic performance of guardrail obtained by computer simulation. Analyses were done on the sensitivity of output variables to the change of input parameters by using BARRIER VII of which the usefulness was proved on the barrier-vehicle impact analysis. Through the analyses important input parameters, which give sensitive effects to output of computer simulation, are found out, and methods to determine such parameters are suggested to improve the accuracy of simulation.

• Journal of the Earthquake Engineering Society of Korea
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• v.8 no.6 s.40
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• pp.55-66
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• 2004

Recently, many high-rise apartment buildings using the box system, composed of only reinforced concrete walls and slabs, have been constructed. In residential buildings such as apartments, vibrations occur from various sources and these vibrations transfer to neighboring residential units through walls and slabs. It is necessary to use a refined finite element model for an accurate vibration analysis of shear wall building structures. But it would take significant amount of computational time and memory if the entire building structure were subdivided into a finer mesh. Therefore, an efficient analytical method, which has only translational DOFs perpendicular to walls or slabs by the matrix condensation technique, is proposed in this study to obtain accurate results in significantly reduced computational time. If all of the DOFs except those perpendicular to walls or slabs in the shear wall structure eliminated using the matrix condensation technique at a time, the computational time for the matrix condensation would be significant. Thus, the modeling technique using super elements and substructuring technique is proposed to reduce the computational time for the matrix condensation. Dynamic analysis of 3-story and 5-story shear wall example structures were performed to verify the efficiency and accuracy of the proposed method. It was confirmed that the proposed method can provide the results with outstanding accuracy requiring significantly reduced computational time and memory.

• Computational Structural Engineering
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• v.2 no.4
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• pp.69-77
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• 1989

Until recently post-processing of finite element model has been heavily relied on expensive graphic peripheral devices. With the aid of inexpensive microcomputers, very economical post-processor graphics program called MICRO-POST has been developed. Model geometry or results of analysis for the unlimited meshes can be easily presented in a number of low-cost graphic devices. The paper presents the procedure obtaining the device-independent graphics, and the structure and functions of the program. It also describes efficient I/O scheme to overcome the memory limitation, and dialogue-type input technique to control the plot operation in an interactive manner. Through the post processing examples for the general purpose finite element programs, it demonstrates the usefulness of the program.

• Computational Structural Engineering
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• v.9 no.2
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• pp.16-22
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• 1996

스페이스 프레임의 설계과정에서 컴퓨터의 급진적인 진보와 많은 연구노력의 결과로 전체 설계과정이 통합자동화 방향으로 진행되고 있으며, 특히 구조해석과 구조설계분야에서 중요한 진보가 이루어져 왔다. 본문에서는 스페이스 프레임의 설계과정을 시스템화함에 있어서 자동화 방법론의 개괄적인 내용과 스페이스 프레임의 3차원적인 복잡한 형태를 표현하기 위한 Formex 대수학 (FORMEX ALGEBRA)의 적용사례에 대한 설명 및 후처리단계에서 해석결과치를 가지고 코드검토에 대한 규준식의 소개와 프로그램에 대한 내용을 설명한다.