• Earthquakes and Structures
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• 제12권4호
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• pp.409-423
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• 2017

This paper proposes a quick and simplified method to describe masonry vaults in global seismic analyses of buildings. An equivalent macro-element constituted by a set of six trusses, two for each transverse, longitudinal and diagonal direction, is introduced. The equivalent trusses, whose stiffness is calculated by fully modeled vaults of different geometry, mechanical properties and boundary conditions, simulate the vault in both global analysis and local analysis, such as kinematic or rocking approaches. A parametric study was carried out to investigate the influence of geometrical characteristics and mechanical features on the equivalent stiffness values. The method was numerically validated by performing modal and transient analysis on a three naves-church in the elastic range. Vibration modes and displacement time-histories were compared showing satisfying agreement between the complete and the simplified models. This procedure is particularly useful in engineering practice because it allows to assess, in a simplified way, the effectiveness of strengthening interventions for reducing horizontal relative displacements between vault supports.

• 대한조선학회논문집
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• 제32권1호
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• pp.17-24
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• 1995

본 연구에서는 범용 CAD 시스템을 사용하여 상세구조 설계단계에서의 자동화 가능성을 검토하였다. 파라메트릭 개념을 가진 macro의 기능이 유효함을 확인하였고, 이 개념을 이용하여 대표적인 구조부재인 transverse web frame, slot hole & collar plate 그리고 bracket의 설계에 적용하였다.

• 한국CDE학회논문집
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• 제19권2호
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• pp.182-190
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• 2014

Parametric modeling is one of BIM's characteristics and BIM have being utilized for constructability analysis, energy efficiency analysis, and so on in diverse construction field. However, parametric information's interoperation is not solved until now because different BIM tools have specific algorithm and methods to generate geometric information. To solve the problem, previous research suggested IFC-XML methodology. In this paper, authors studied connections between IFC-XML structure and script-based modeling commends to make libraries in commercial BIM tools such as ArchiCAD$^{TM}$ and Digital Project$^{TM}$. In addition, they made commends mapping tables to exchange geometry information of architectural components. Moreover, mapping system was developed to certify the mapping tables which is classified modeling commends. Finally, translated architectural component model was confirmed using exchanged geometry information in browser.

• 한국산학기술학회논문지
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• 제21권11호
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• pp.19-27
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• 2020

해양플랜트 탑사이드에는 원유, 가스 등의 에너지 자원을 처리하기 위한 다양한 종류의 해양 설비들과 이들 설비들을 연결하는 기자재 및 의장재들이 제한된 공간 내에 설치되어 있다. 그리고 해양플랜트 상부구조는 해양 설비 및 관련 장비들을 고정하고 지지하기 위한 수많은 받침선반 구조물과 보강재들로 구성된 구조물이다. 본 논문은 이들 상부구조설계를 효율적으로 지원하기 위한 설계 지원 소프트웨어 개발 내용을 기술하였다. 개발된 설계 지원 소프트웨어는 AVEVA Marine의 PML(Programmable macro language)을 기반으로 하며, 상부구조설계를 위한 파라메트릭 방법을 지원한다. 브라켓, 수직 보강재 등 해양플랜트 상부 구조의 보강재를 위한 파라메트릭 설계는 설계 오류를 줄이고 효율적인 작업을 가능하게 한다. 그리고 AutoLisp을 사용하여 기본 설계와 상세설계에서 작성된 받침선반 구조에 대한 2D도면으로부터 일괄 3D 모델링하는 방법을 개발하였다. 또한, 개발된 설계지원 소프트웨어를 해양플랜트 상부구조설계 3D 모델링에 적용할 할 경우 AVEVA PDMS의 기본 기능들만 사용한 경우 대비 약 90%이상 설계시수 단축을 기대할 수 있음을 상부구조 모듈설계 적용 예를 통해 확인하였다.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 춘계학술대회논문집
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• pp.230-235
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• 2003

In the micro hole punching, the size and shape of burr and burnish zone are very important factors to evaluate quality of micro holes which depend on punch-die clearance, stain rate, workpiece material and etc. To get micro holes with small burr and wide burnish zone for industrial demands, not only the parametric study but also a study on fracture behavior in shear band are necessary. In this study, 100 $\mu\textrm{m}$, 25 $\mu\textrm{m}$ micro holes in diameter were fabricated on brass (Cu63/Zn37) and SUS 316 foils as aspect ratio 1:1, and the characteristics of micro holes was investigated comparing with man holes over several mm by scanning electron microscopic views and section views. Like macro hole, micro hole is also composed of 4 portions, rollover, burnish zone, fracture zone and it shows similar fracture behavior in shear band, but？ by high strain rate (10$^2$∼ 10$^3$s$\^$-1/) unlike macro hole fabrication and increment of relative grain size several different results are shown.

• Journal of Computational Design and Engineering
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• 제3권2호
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• pp.161-177
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• 2016

In history based parametric CAD modeling systems, persistent identification of the topological entities after design modification is mandatory to keep the design intent by recording model creation history and modification history. Persistent identification of geometric and topological entities is necessary in the product design phase as well as in the re-evaluation stage. For the identification, entities should be named first according to the methodology which will be applicable for all the entities unconditionally. After successive feature operations on a part body, topology based persistent identification mechanism generates ambiguity problem that usually stems from topology splitting and topology merging. Solving the ambiguity problem needs a complex method which is a combination of topology and geometry. Topology is used to assign the basic name to the entities. And geometry is used for the ambiguity solving between the entities. In the macro parametrics approach of iCAD lab of KAIST a topology based persistent identification mechanism is applied which will solve the ambiguity problem arising from topology splitting and also in case of topology merging. Here, a method is proposed where no geometry comparison is necessary for topology merging. The present research is focused on the enhancement of the persistent identification schema for the support of ambiguity problem especially of topology splitting problem and topology merging problem. It also focused on basic naming of pattern features.

• 한국CDE학회논문집
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• 제12권4호
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• pp.308-320
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• 2007

A multi-agent and web based engineering framework concerning the automation of fatigue durability analysis for welded bogie frame of railway vehicles is presented. Mostly, this kind of design or analysis includes complex workflow, huge amounts of information processing, and problem solving. Macro programs of I-DEAS, APDL of ANSYS, and in-house fatigue code are utilized for parametric geometry representation, automatic mesh generation, static stress analysis, fatigue durability analysis, post-processing, and data sorting. The engineering framework is implemented on the JADE. Since every task requires a fairly complex process and specialized knowledge, the multi-agent based framework is very useful to keep the independency among several disciplines or tasks and to use distributed hardware and software resources. All engineering programs are integrated by XML wrapper. Related database of the engineering framework and web based user interfaces are also developed. A parametric study is carried out to take into account the effect of geometrical change of transom support bracket on its cumulative fatigue damage. The developed engineering framework reduced remarkably the time and costs required in designing and solving engineering problems.

• 대한조선학회논문집
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• 제33권1호
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• pp.173-181
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• 1996

본 논문은 조선공업에 동시공학 개념을 적용하기 위한 것으로 선박 구조설계 및 모델링을 대상으로 한 것이다. 본 연구에서는 선박의 구조부재를 모델링하기 위한 방법으로서 범용 CAD시스템의 사용자 정의 언어(PPL, Parametric Programming Language)를 이용하는 방법과 이를 이용한 parametric macro를 이용하는 것을 제안하였다. 한편 모델링의 효율성 및 그 결과의 활용성을 고려하여 모델링 절차에 대하여 검토하였으며 각각의 모델링 절차들이 갖는 장단점을 비교하였다. 마지막으로 구조부재의 모델링 결과를 어떻게 활용하는가에 대하여 간략히 설명하였다.

• 한국전산구조공학회논문집
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• 제13권1호
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• pp.25-35
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• 2000

일반적으로 보에 의해서 탄성 지지된 등방성 판은 슬래브교(Slab Bridge)나 거더교(Slab on Girder Bridge)와 같은 교량의 상부구조를 형성하게 된다. 그러나 이러한 탄성 지지된 등방성 판에 대한 해석은 주로 고정 지지된 경계 조건만을 이용하여 이루어 졌으며, 근래에 제시된 해석방법에서도 판 경계의 처짐 형상을 가정하거나 하중 위치를 고정한 상태에서 정해를 유도하므로 탄성지점인 보와 판의 상호관계를 정확하게 묘사하지 못하고 있다. 또한 유한 요소법을 이용한 해석은 정확한 결과를 얻을 수 있는 반면, 많은 해석시간을 요하는 문제점을 안고 있다. 따라서,. 본 연구에서는 조화해석법을 적용하여 보와 등방성 판의 매크로 요소(Macro Element)의 변위 함수를 구성하고, 이를 판의 탄성 지점에서의 평형방정식을 이용해 계산함으로써 단시간 내에 전체 시스템의 응답을 결정할 수 있는 해석법을 개발하고 이를 프로그램화하였다. 또한, 본 해석법의 타당성을 검증하기 위해서 다양한 하중 조건과 판의 형상비, 탄성 지점 조건 등을 가진 교량 바닥판에 대한 해석을 수행하였으며, 해석법의 단순성 과 해석시간의 단축으로 교량 바닥판과 거더에 대한 매개변수 분석 등에 사용될 수 있을 것이다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 추계학술대회
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• pp.655-660
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• 2004

The pipes in the outdoor unit of an air conditioner are designed to reduce the vibration effect of the compressor. Three-dimensional structure of the pipe could provide various design choices and the resultant vibration characteristics of the outdoor units. A design program has been developed for an eligible parametric study of pipe design and automatic vibration analysis using commercial software, I-DEAS, and its macro. Optimal design of pipe configuration has been performed using the commercial software, iSIGHT. The optimized design shows 70 percents improvement in the vibration characteristics of the outdoor unit of an air conditioner.