• Structural Engineering and Mechanics
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• 제73권2호
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• pp.153-165
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• 2020

The effect of soil foundation plays active role in optimum design of steel space frames when included. However, its influence on design can be calculated after a long iterative procedure. So it requires longer computer time and more computational effort if it is done properly. The main purpose of this study is to investigate how these effects can be calculated in more practical way in a shorter time. The effects of semi-rigid column bases are taken into account in optimum design of steel space frames. This study is carried out by using JAYA algorithm which is a novel and practical method based on a single revision equation. The displacement, stress and geometric size constraints are considered in the optimum design. A computer program is coded in MATLAB to achieve corporation with SAP2000-OAPI (Open Application Programming Interface) for optimum solutions. Four different steel space frames including soil structure interaction taken from literature are investigated according to different semi-rigidly supported models depending on different rotational stiffness values. And the results obtained from analyses are compared with the results available in reference studies. The results of the study show that semi-rigidly supported systems in the range of appropriate rotational stiffness values offer practical solutions in a very short time. And close agreement is obtained with the studies on optimum design of steel space frames including soil effect underneath.

• 한국컴퓨터정보학회논문지
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• 제6권1호
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• pp.103-112
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• 2001

컴퓨터와 통신기술의 발달로 전산환경이 변화됨에 따라 메인프레임에서 서버환경으로 이전하면서 개인별 작업이 그룹간의 공동작업처리로 업무의 개념이 바뀌는 환경 속에 있다. 그러므로 본 논문은 그룹웨어를 이용하여 사무업무의 질적, 양적 생산성을 향상시키며 신속하고 다양한 서비스를 제공하여 통합사무자동화를 실현하기 위하여 전문대학의 사무자동화 관련 전공자에게 그룹웨어 시스템과 다양한 그룹웨어 제품을 이해함으로서 사무생산성을 향상시키는데 도움을 주고자 한다. 특히 대학교육의 교육과정에서는 많은 그룹웨어 소프트웨어 중에서 실습용으로 MS Exchange 또는 9백만 명 이상의 사용자를 보유하고 시장을 독점하고 있는 Lotus Notes 소프트웨어의 숙지는 인트라넷 기반 하에서 사무생산성을 향상시키는데 필수적이라 생각된다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 추계학술대회
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• pp.419-424
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• 2004

we performed the underwater explosion analysis for the liquefied oxygen tank - a kind of fuel tank of a mid-size submarine, and tried to verify the structural safety for this structure. First, we reviewed the theory and application of underwater explosion analysis using Structure-Fluid Interaction technique and its finite element modeling scheme. Next, we modeled the explosive and sea water as fluid elements, the LOX tank as structural elements and the interface between two regions as ALE scheme. The effect on shock pressure and impulse of fluid mesh size and shape are also investigated. As the analysis result, the shock pressure due explosion propagated into the water region and hit the structure region. The plastic deformation and the equivalent stress highly appeared at the web frame and the shock mount of LOX structure, but these values were acceptable for design criteria.

• 한국산업정보학회논문지
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• 제7권3호
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• pp.68-73
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• 2002

본 연구는 대중교통 수단인 버스를 이용하는 교통약자인 휠체어 장애인의 접근을 돕는 휠체어리프트 개발을 위하여 안전을 고려한 유압시스템과 제어장치를 제작하기 위한 설계기술에 대하여 논하고자 한다. 현대는 고령화시대에 진입하면서 노약자와 장애인의 이동권과 접근권이 문제로 대두되고 있다. 본 연구에서는 기존 전동휠체어장애인과 보호자를 버스에 탑승 할 수 있는 접근성을 향상하는데 중요한 역할을 하는 리프트를 제작하는 과정에서 발생되는 안정성과 편리성을 중심으로 리프트를 선계 제작하고자 한다. 이 선계기술은 노약자 및 장애인의 이동권과 접근권을 향상시킬 수 있는 전동휠체어리프트의 대량생산체제를 확보하기 위한 중요한 기초자료가 됨으로써 제품의 안전도와 정밀도 품질보증 확보에 큰 기여를 하게 된다.

• 품질경영학회지
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• 제46권3호
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• pp.641-650
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• 2018

Purpose: This article provides a cause of breakage and a method for improving reliability of the headlight system installed in the main battle tank K2. Method: The natural frequency of the headlight system is estimated by using the finite element method. In addition, the allowable stress level under the severe conditions is provided through vibration test of a single item and a system level. Results: Based on the finite element analysis and the vibration test in the frequency domain, the lamp of the left headlight system fails by the resonance effect. Conclusion: For improving the reliability of the headlight system, the thickness of protector frame is increased to avoid the resonance effect.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.374-377
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• 2005

Automobile is in charge of most transportation system in modern urban city. However, in fact, cause of problem of road state, environment, and the other reasons, urban transit system is using as Mass Transit nowadays. Nevertheless Urban transit system is considering many kind of safety fact of that system which is increasing continuously nowadays, it occurs various train accident. This paper describes 3D Dimensional Measurement(EDM testing) and tensile testing results of carbody structure for crashed EMU(Electric Multiple Units). Tensile tests were performed on two different types of specimens in order to evaluate the strength changes before and after damages, obtained from plastic deformed area and nondeformed region of the crashed EMU. And Structural analysis of EMU was performed for the criteria of safety assessment. Structural analysis using commercial I-DEAS software provided important information on the stress distribution and load transfer mechanisms as well as the amount of damages during rolling stock crash. The testing results have been used to provide the critical information for the criteria of safety diagnosis.

• 한국가구학회지
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• 제18권4호
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• pp.287-295
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• 2007

To obtain a design data for box beams used as headers in light-frame timber construction, $2{\times}6\;(38{\times}140mm),\;2{\times}8\;(38{\times}184mm),\;2{\times}10\;(38{\times}235mm)\;and\;2{\times}12\;(38{\times}286mm)$ members were built as box beam specimens for bending tests. The allowable bending stresses for box beams were obtained through bending tests of these specimens, and span tables were calculated for various loading conditions based on the allowable bending stresses obtained. The allowable bending stresses were determined as the bending stresses at 10mm deflection of specimens from the results of bending tests of box beam specimens. Span tables for box beams were obtained assuming five loading conditions for headers used in exterior walls and two loading conditions for headers used in interior walls. Among these 7 loading conditions, 5 loading conditions applied to headers in exterior walls included the dead loads, the live loads and the snow loads and 2 loading conditions applied to headers in interior walls included the dead loads and the live loads.

• 콘크리트학회논문집
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• 제28권5호
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• pp.563-570
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• 2016

서로 다른 응력-변형률 구성관계를 갖는 2가지 이상의 재료로 구성된 합성구조부재의 사용이 크게 증가하고 있다. 본 연구에서는 철근 및 콘크리트로 보강한 합성 H-Pile의 휨성능을 평가하고자 8개의 실험체를 제작하여 휨실험을 실시하였다. 실험결과 합성H-Pile의 휨성능이 무보강 H-Pile보다 10~30%정도 크게 나타났고, 연성능력은 2배 이상, 에너지소산능력은 3배 이상 증가하였다. 한계상태해석 결과는 실험보다 보수적인 강도예측을 하였다.

• 한국해양공학회지
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• 제17권2호
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• pp.72-76
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• 2003

This paper presents the design concept and operation results of float-off for FSO (340,000 DWT Class, ELF AMENAM KPONO Project) built on the ground, without dry dock facilities. It was the first attempt to build FSO, completely, on the ground and launch it using DBU (Double Barge Unit, which was connected by rigid frame structure.) The major characteristics of FSO, which are similar to general VLCC type hull, including topside structure, weigh 51,000 metric ton. In order to have sufficient stability during the deck immersion of DBU, while passing through a minimum water plane area zone, proper trim control was completed with LMC (Load Master Computer). The major features of the monitoring system include calculation for transverse bending moment, shear force, local strength check of each connector, based on component stress, and deformation check during the load-out and float-off. Another major concern during the operation was to avoid damages at the bottom and sides of FSO, due to motion & movement after free-floating; therefore, adequate clearances between DBU and FSO were to be provided, and guide posts were installed to prevent side damage of the DBU casings. This paper also presents various measures that indecate the connector bending moment, damage stability analysis, and mooring of DBU during float off.

• 한국지구과학회지
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• 제31권6호
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• pp.555-562
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• 2010

응력을 받고 있는 사면의 변형 여부를 분석하기 위해 3차원 레이저 스캐너를 이용하여 일정 기간의 차이를 두고 정밀 측량을 수행하였다. 3차원 레이저 스캐너는 비접촉식으로 레이저 빔의 주행시간을 이용하여 대상점의 3차원 좌표를 결정할 수 있는 장비로써, 사면이나 대형 구조물의 변위를 분석하는데 매우 유용한 장비이다. 스캐닝은 약 7개월의 시간차이를 두고 이루어졌으며, 측정간의 비교를 위해 사면의 외부에 기준점을 유지하여 사용하였다. 변형 여부를 판단하기 위해, 평면각 변화, 곡면도 변화, 격자 틀의 각도 변화, 공통 병합점의 편차 등을 분석하였다. 분석 결과, 사면의 변형이 특히 많이 발생한 지점을 결정할 수 있었고 이를 보수·보강 방안의 마련에 활용할 수 있었다.