• Computational Structural Engineering
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• v.5 no.3
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• pp.19-28
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• 1992

이 글에서는 막 구조물의 설계에서 자주 제기되는 형상결정 문제에 대한 접근방법을 제시하고자 하였다. 형상결정 문제는 막 구조물이 휨 강성이 전혀 없거나, 빈약한 재료를 사용하는데 기인하여 제기되고, 막 구조물의 설계에서 불안정영역의 발생을 피하기 위해서는 형상의 기준면에서 곡률과 비틀림의 변화를 최소화해야 하며 이러한 변화를 최소화하기 위해서는 형상이 적용하중의 막력에 의한 평형면에 근접하는 것이 바람직하다. 또한, 초기에 막 구조물에 도입된 초기장력에 오차가 발새하면 막면은 스스로 등장력의 형태로 이동하게 되므로, 초기에 막장력의 분포가 등장력의 상태가 되도록 그 형상을 결정하는 것이 바람직하다. 따라서, 이러한 조건을 만족하는 형상탐색문제는 이러한 종류의 구조물의 설계에서는 매우 중요한 문제가 된다. 그러나 국내에서는 막과 케이블 구조물의 형상해석과 응력-변형해석에 범용적으로 사용될 수 있는 프로그램의 개발이 미약하고 이러한 구조방식에 대한 국내의 인식에 크게 부족한 실정이다. 따라서 이 글이 막과 케이블 구조물의 설계에서 형상탐색해석이 반드시 필요한 이 구조물의 구조적 특성을 이해하는데 조금이라도 도움이 될 수 있기를 기대한다.

• Journal of Korean Association for Spatial Structures
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• v.7 no.2 s.24
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• pp.115-124
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• 2007

The initial shape is arrived at by a self-formation process, which accomplishes a form in the natural world, or is determined analytically by considering the equilibrium of initial stress only. Therefore, the self-formation process, which accomplishes a form in the natural world is grasped and the types of modeling techniques available to find the shapes of soft structures are well investigated and classified. To establish a form-finding modeling techniques, the models of string, soap film, fabric, rubber, plaster, and etc. are used. These modeling techniques can be used as a method of understanding the characteristics of structures when the material of model shows similar characteristics. Generally, the model test confirms the structure based on numerical analysis, at the same time it is important preceding process to develop such a program. With the above process, the relationship between model test and numerical analysis becomes a feedback process. Therefore, in this study, two examples which have been accomplished from such a technique are investigated and considered according to modeling process.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1991.04a
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• pp.43-47
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• 1991

For the structural analysis of optimum form decision of 3-D free fort structure such as ship, plane, automobile, definition of versatile forms and comparision between them satisfying the design criterion, is essential. In this paper, three dimensional free-form structure and it's variation are defined and attempts were made to obtain geometric form information for structural analysis. The validity of the method ks been tested for a particular free-form model selected.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.6
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• pp.59-66
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• 2017

In the case of fluid storage structure, hydrostatic pressure acts on the structure due to fluid surge during an earthquake. At this time, hydrodynamic pressure of the fluid charge not only by the strength of the earthquake but also by the sloshing height of the fluid. Factors affecting the change of load include the size, width and height of the fluid storage structure and height of fluid, time-history shape, etc. This paper wanted to identify the relationship between the earthquake shape and fluid free surface shape. The sloshing height measured the height of the fluid by applying earthquake to a tank whose width 500mm and comparison of the experiment and analysis. In addition, the shape of the fluid free surface was measured while varying the shape of earthquake and effective of the shape of earthquake of the fluid was analyzed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.4
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• pp.1295-1302
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• 2013

The structural deformed shape is important information to structural analysis. If the sufficient measuring points are secured at the structural monitoring system, reasonable and accurate structural deformation shapes can be obtained and structural analysis is possible using this deformation. However, the accurate estimation of the global structural shapes might be difficult if sufficient measuring points are not secure under cost limitations. In this study, SFSM-LS algorithm, the economic and effective estimation method for the structural deformation shapes with limited displacement measuring points is developed and suggested. In the suggested method, the global structural deformation shape is determined by the superposition of the pre-investigated structural deformed shapes obtained by preliminary FE analyses, with their optimum weight factors which lead minimization of the estimate errors. 2-span continuous bridge model is used to verify developed algorithm and parametric studies are performed. By the parametric studies, the characteristics of the estimation results obtained by the suggested method were investigated considering essential parameters such as pre-investigated structural shapes, locations and numbers of displacement measuring points. By quantitative comparison of estimation results with the conventional methods such as polynomial, Lagrange and spline interpolation, the applicability and accuracy of the suggested method was validated.

• Journal of Korean Association for Spatial Structures
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• v.10 no.4
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• pp.113-122
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• 2010

Space frame structures are included in the large spatial structures and can adopt various structure types. But, it is not easy to choose the optimal member size and shape because it depends on the structural engineer's experience and the repeated trial and error. Therefore, in this study, the final goal is to help the designer with the selection of the optimum shape. First, various space frame structures with ellipse dome and vault complex types are chosen and the shape generation method is considered to generate the nodes, coordinates and members. In optimal design process of space frame structure, each node coordinate changes according to height variation or the number of rings. Therefore, the auto generation technique of nodes and members is required in order to consider this phenomenon in optimal design process. Next, the shape generation module is created, base on the shape generation method. This module is connected with the analysis module and the optimization algorithm. Finally, the example model is presented for the evaluation of the efficiency of optimization algorithms.

• The KIPS Transactions:PartD
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• v.18D no.6
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• pp.451-460
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• 2011

The ability to trace change history and dependency relations of software artifacts which are continuously changed has been recognized as an important factor that support quality management activities such as verification, validation, and testing in software system development process. General software configuration management systems provide tracing information for artifacts only within the configuration management system, and it does not go further to changes that occur within personal workspace. This paper provides a solution that helps tracing down not only changes of configuration items but also change history of artifacts existent in personal workspace through the integration of configuration management system and personal workspace. Furthermore, in cases of artifacts which are included in a configuration item, this paper provides a solution that support tracing dependency relations between the artifacts by identifying their version links. For the integration of configuration management system and personal workspace, a revision of configuration item is connected to the artifact's version of the workspace by the tagging mechanism, and traceability for change history and dependency relations of artifacts can be managed more effectively through integrated change process.

• Proceedings of the Korea Information Processing Society Conference
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• 2007.11a
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• pp.322-324
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• 2007

형상 관리는 형상 관리의 대상이 되는 형상 항목을 선정하여 프로젝트 생명 주기 동안 선택된 산출물의 무결성을 확보하는 활동이다. 반면 짧은 생명주기를 반복하여 고객에게 배포하는 애자일 개발 방법에서는 문서 산출물보다는 구성원의 지식에 기반한 개발을 요구한다. 그러나 애자일 개발에서도 필요한 산출물은 반드시 작성하라고 하며, 그러한 산출물은 형상 관리의 적절한 관리를 통해 무결성을 유지할 수 있는 프로세스가 필요하다. 본 논문에서는 애자일 개발의 기민함을 유지하면서 산출물에 대한 무결성을 확보할 수 있도록 애자일 개발의 대표적인 방법론인 XP에 형상 관리 프로세스를 연구 및 개발하여 그 적용을 제안한다.

• Computational Structural Engineering
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• v.5 no.2
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• pp.79-85
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• 1992

For the structural analysis of optimum form decision of 3-D free form structure such as ship, plane, automobile, definition of versatile forms and comparision between them satisfying the design criterion, is essential. In this paper, 3-D free form structure and it's variation are defined and attempts were made to obtain geometric form information for structural analysis. The validity of the method has been tested for a particular free model selected.

• Journal of the Korean Society of Marine Environment & Safety
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• v.21 no.4
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• pp.421-427
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• 2015

This study aims at reviewing first the cases of marine accidents of small fishing vessels and vessels towing and being towed and, the problems concerning such lights and shapes that could be misunderstood for those in concerned Rules, or that could impair their distinctive characteristics or obstruct to keep a proper look-out. And then I wish to make a suggestion of the necessity of amending the National Laws which stipulate the rules for the ship's lights and shapes as follows; Firstly, by amending the "Standard of Construction and Equipment for the Less Than 10 Gross Tonnage of Small Fishing Vessels" small fishing vessel must be equipped with the lights and shapes that are the same as those of "vessel engaged in fishing" prescribed by Rule 26 of the "COLREG 1972" and Rule 84 of the "Maritime Safety Law Act". Secondly, "Standard of Fishing Vessels Equipment" which stipulate the rules concerning the exception of the running lights and radar reflector for the small fishing vessels must be amended to meet the requirement of Rule 20 of the "Maritime Safety Act". Thirdly, the definition of "Length of the tow" which prescribed by Rule 2 of the "Maritime Safety Act" must be amended to meet the Rule 24 of the "COLREG 1972". And also I wish to adhere to the importance of displaying the adequate vessel lights and shapes by every mariner for preventing marine accidents.