• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.05a
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• pp.129-130
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• 2013

Recent increased interest for long-life housing so research and policy transition is underway. Is the trend these days in the long-life housing to promote resident lifestyle as the most important element of the design elements that reflect. Through the purpose of this study has the paradigm of future construction industry with sustainable architecture In front of paradigm has come, through this study, long-life housing to consider when designing a the residents perspective of critical design elements for to draw.

• Proceedings of the Korea Information Processing Society Conference
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• 2010.11a
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• pp.1281-1284
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• 2010

오늘날 인터넷 기술의 발전과 대중화와 함께 다양한 악성코드가 빠르게 제작, 유포되고 있다. 최근 빠르게 증가하는 악성코드를 신속하게 대응하기 위해 자동화된 분석 기법에 대한 연구가 활발히 진행되고 있다. 자동화된 악성코드 분석 결과로 생성되는 데이터는 안티바이러스 업체나 관련 기관 등에서 알려지지 않은 악성코드에 대응할 수 있는 시그니처를 생성하는데 활용된다. 따라서 저장되는 악성코드 분석 결과는 악성코드 사이의 행위와 특성 관계가 고려되어 저장되어야 한다. 즉, 자동화된 악성코드 분석 결과를 효율적으로 저장할 수 있는 DB 설계가 필요하다. 본 논문에서는 악성코드의 대부분을 차지하는 PE를 대상으로 자동화된 악성코드 분석 결과를 효율적으로 저장할 수 있는 DB 설계를 제안하고자 한다.

• Journal of Korean Society of Steel Construction
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• v.12 no.3 s.46
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• pp.329-337
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• 2000

The Load and Resistance Factor Design(LRFD) Specification defines two sets of limiting width-to-thickness ratios. On the basis of these limiting values, steel sections are subdivided into three categories: compact, noncompact, and slender sections. In this paper, I-Type girders of a 2 span continuous steel bridge are divided into compact and non-compact sections and analyzed. In the design process, an optimization formulation was adopted and ADS, a Fortran program for Automated Design Synthesis, was used. In this study, we studied about change of the section between compact and non-compact using optimization formulation.

• Journal of Korea Foundry Society
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• v.18 no.3
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• pp.211-221
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• 1998

주조방안이란 주형(금형)에 공동부를 어떻게 설계하고 공동부의 어떤 위치에 어떻게 탕도, 탕구 등을 설계할 것인지, 또 over-flow 및 air-vent는 어떻게 설계하여 가스뽑기 및 용탕을 공동부에 원활히 충진시켜 완전한 제품을 얻을 수 있을까에 대한 제반적인 주조방법의 계획이다. 즉, 용탕을 공동부에 충진시키는 시스템이며, 주조상에 발생하는 제문제 및 주조제품의 품질에 가장 큰 영향을 미치는 요소 중의 하나이다. 따라서 만약 주조방안 시스템이 부적절하여 불량률이 높은 경우에는 대폭적인 금형수정이나 경우에 따라서는 불가피하게 금형을 신작해야 하는 큰 문제도 야기될 수 있다. 또한 기본적인 품질문제로 탕회, 탕경, 크랙 등의 외관불량과 기동 등의 내부결함, 내압불량등도 유발될 수 있다. 그러나 이러한 불량대책으로 쉽게 주조방안을 수정하는 것은 주조 시스템 자체가 변해버리기 때문에 피해야 하며 다른 대책을 선행하여 해결할 수 없었을 때 최종적으로 신중히 검토 후 주조방안을 수정하는 것이 바람직하다. 따라서, 본고에서는 Al합금 다이캐스트 주조기술에 있어 주조품질을 결정하는 중요한 요소인 주조방안의 효과적인 설계를 위한 주조기 선정, 금형분할면 선정, 탕구계의 설계와 탕구선정, over-flow 및 air-vent설계, 수축여유 및 금형냉각방안 선정기술에 대한 기본적 방안을 제시하고 실제 주조방안의 대표적인 사례를 소개하고자 한다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.18 no.4 s.70
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• pp.427-434
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• 2005

In this study, to develop composite bridge deck of many advantages such as light weight, high strength, corrosion resistance and high durability, profile design, laminate design and finite element analysis were carried out. In the analysis, 5-girder single span bridge with composite deck was considered. Deflection serviceability, failure criteria and web buckling were evaluated. Composite deck of designed profile was fabricated with pultrusion process. The coupon tests were conducted for the fabricated deck and the results were described.

• Journal of KIBIM
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• v.1 no.1
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• pp.18-25
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• 2011

Construction cost estimation in the early phase provides the opportunity to make reasonable decisions related to the project. For estimating this cost, various methods have been developed. But several problems have been recognized like accuracy, relation beteewn design and cost etc. In this study, we developed the method of cost estimating for building parts. The modified method has defferent ratio of space functions to calculate cost more correctly. Also historical cost data is used in this modified method for architects to estimate cost conveniently. By this modified method, we expects architects should easily design buildings based on cost.

• Journal of the Korea institute for structural maintenance and inspection
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• v.17 no.6
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• pp.50-60
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• 2013

Dynamic response of steel plate girder bridges by KL-510 design truck in KHBDC considering the road surface roughness of bridges and bridge-vehicle interaction is investigated. Simply supported steel plate girder bridges with span length of 20m, 30m, and 40m from "Standard Highway Bridge Superstructure" published by the Korean Ministry of Construction are used for a bridge model, and ten sets of the road surface roughness of bridge deck are generated from power spectral density (PSD) function by assuming the roadway as "Average Road". A three dimensionally modeled 5-axle tractor-trailer with its gross weight, which is the same as that of KL-510 design truck, is used for dynamic analysis. For the finite element modeling of superstructure, beam element for the main girder, shell element for the concrete deck, and rigid link between main girder and concrete deck are used. Impact factor and DLA of steel plate girder bridges for different span are calculated by the proposed numerical analysis model and compared with those specified by several bridge codes.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.25-28
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• 2008

Currently, the prefabricated bridge having the effects to reduce the term of works and the cost of construction is often studied and countries such as America have already developed members, the parts of it, and the technique of construction. In addition, they have supplied them to the fields. The study of prefabricated method of steel composite bridge, which has the precast deck - plate and main girder fixed by high tension bolt and can resist horizontal sheer, is being progressed. However, it is difficult to understand the characteristics of the prefabricated bridge's behavior when the superstructure of the prefabricated method is analyzed by applying to the analysis model of existing bridges. Therefore, this study has the purpose of understanding real structural behavior of prefabricated bridge through comparison and analysis between the structural analysis model reflecting the characteristics of the real prefabricated bridge's superstructure and real size experiment.

• Journal of the Korea Concrete Institute
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• v.26 no.3
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• pp.267-275
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• 2014

Recently, the construction of curved bridge has increased, thus researchers perform the analytic studies on PSC curved bridge. However, the grid analysis method that are mostly used in the construction industry is not adequate to acquire the precise behavior evaluation of curved PSC briges. Therefore, the precise finite element analysis considering the effective variables were performed to establish the basis for the design method of curved PSC bridge by using 3D elements and bar element. The evaluated variables in this analysis were the number of girders, loading point, section figure, change of prestressing force. The results show the load carrying capacity of the 3 girder type bridge is 200% of that of the 2 girder type, and that applying load on outer girder makes the load resistance capacity and the deflection deviation of 2 girders smaller. The structural capacity of the bridge is improved when the section size is increased, but the efficiency of it is not sufficient enough compare to that of the change of prestressing forces. The change of prestressing forces shows that the camber and the load carrying capacity are linearly increased as PS force is increased. Moreover, when the PS force applied on outer girder is increased than that of inner girder, the deviation of deflection the girders decreases, thereby the stability of the bridge is enhanced.

• Journal of KIBIM
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• v.6 no.2
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• pp.47-57
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• 2016

Recently, the introduction and spread of BIM technology has been actively promoted at the domestic level and abroad. However, the BIM adoption and diffusion rate in the whole construction industry has been slower than expected, this is because they applied to construction projects in a way that does not meet the basic objective of BIM adoption. The objective of this paper is to derive a BIM adoption strategy that can provide benefits and efficiency from the design phase, by analyzing issues related to design errors identified in two real world projects based on the 2D to BIM conversion process. Types of issues, type distribution, and degree of BIM contribution to find issues were analyzed in a quantitative way, and then a BIM adoption strategy was derived. As a result, this paper identified that there obviously exists a limit in the 2D to BIM conversion process by repeating the problems that occur in the traditional 2D design process. Therefore, the authors of this paper insist that the design firms should adopt BIM-based design processes, fully, to get financial benefits as well as to improve the design quality.