• Proceedings of the Korean Operations and Management Science Society Conference
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• 2003.05a
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• pp.612-619
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• 2003

실물옵션은 전통적인 경제성 평가기준의 하나인 순현재가치 분석법이 의사결정 과정에서 경영의 유연성을 무시함으로써 투자 혹은 자산의 가치를 낮게 평가하는 단점을 제거하고 이를 평가에 적절히 포함시킬 수 있다고 여겨지고 있어 새로운 평가방법으로 주목을 받고 있다. 특히, 정보기술(IT) 분야에서는 다음과 같은 이유 때문에 전통적인 현금흐름할인 방법이 효과적이지 못할 수 있다. (1) 우선, 정보통신 분야에서 대부분의 정보기술 기반 투자 프로젝트는 막대한 자본이 소요되기 때문에 기업들은 이를 피하기 위하여 단계적인 투자계획을 세우는 경우가 많다. (2) 또한, 초기 기반에 대한 투자의 주요한 혜택이 대부분 그 이후 단계의 투자에서 구현되기 때문에 성급한 초기투자에 대한 경제성 평가는 이후의 혜택을 무시할 가능성이 많아진다. (3) 마지막으로 초기의 투자 프로젝트에 참여하지 못하면, 이 후의 프로젝트에 참여하기 어렵기 때문에 미래의 혜택을 얻을 수 없게 된다. 이러한 여러 가지 이유로 이를 적절히 평가할 수 있는 실물옵션 평가방법이 선호된다. 본 연구에서는 정보통신 분야의 투자와 같은 대규모 프로젝트의 특징을 평가방법의 입장에서 살펴보고, 실물옵션 개념을 응용하여 이러한 투자 형태의 평가를 위한 모델을 개발하고 적용방법을 생각해본다.

• Journal of Korean Society of Steel Construction
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• v.15 no.2
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• pp.167-174
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• 2003

This paper presented the results of cyclic loading tests of 7 full-scale beams to column subassemblages with improved connection detail i.e., fillets of the stiffening plates at the column corners and ends of the stiffener-to-beam flange weld. Major findings from the test results were: (1) Fillets reduced the stress concentrations that may cause early brittle fractures and considerably improved the cyclic performance compared to the detail without fillets. (2) As the width of the stiffening plate increased, the stiffness and peak strength increased and energy dissipation capacity decreased. (3) While all specimens failed by a fracture, they could develop a total rotation of 0.04 radian required for special moment resisting frames.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2004.05a
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• pp.21-25
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• 2004

The column for Steel Framed Reinforced Concrete Structure (SFRCS) and the column for Reinforced Concrete Structure (RCS) could be the most common building structure. The increasing of the need for massive space hasaffected the size of building components for supporting the massive structure. However, the changing of components size makes inefficient space of building. Hence, to meet the need for acquiring efficient space comparing the budget and cost the new structure method, Concrete Filled Tube Steel (CFT), was developed. CFT is the structure for which steel tube instead of other materials such as wood for holding concrete is used. The most benefit of this one is to help in reducing the size of the building components and local buckling because of tube steel holding concrete. For this reason, this research will examine the probability of applying CFT on construction sites by using the concrete (800kgf/$\textrm{cm}^2$) especially for CFT through the data from the real size mock-up.

• KIEAE Journal
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• v.7 no.5
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• pp.35-40
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• 2007

The purpose of this study is to execute evaluation experiment to know the evaluation property of lighting environment of residential space for senior people, considering visual characteristics along aging, and finally provide basic data for the lighting plan to ensure the visual amenity. Processes of this study are as follows;1) Analyzed the variation property of visual sensibility and visual ability of senior people along aging. 2) Selected 3 types of life behavior(rest, conversation and reading) after checking life behavior in residential space for senior people based on advanced study. 3) Made the Mock-up Model that Dimming is possible, actual furnace to model. 4) Executed sensitivity evaluation experiment about lighting environment. 5) Analyzed evaluation property of lighting environment of residential space for senior people. Results of this study are as follows, 1) With lens-filter, we got comfort and amenity in bulb-color lamp which has similar color temperature with red of lens filter. 2) Lighting environment tests during conversation : With lens filters, they felt comfort on bulb color in case of higher illuminance than 850lux and daylight color in 500lux. 3) Lighting environment tests at reading : With lens filter, bulb color got better score in brightness and appropriateness than daylight color.

• Journal of Korean Society of Steel Construction
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• v.26 no.6
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• pp.511-522
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• 2014

In this study, an innovative steel stair system is presented which enables rapid erection and high quality control in both residential and office building construction. This system features two lightweight steel stringers of box shape, bolted connections easy to absorb construction tolerance, and stair steps movable transversely (or sliding steps) such that the work space needed for concrete stairway wall could be easily provided. In this type of stairway system, other than providing robust connecting details, ensuring vibration performance is especially important since this system may be vibration-sensitive due to lightweight nature and/or probable low damping. To tackle these issues, a series of full-scale mock-up tests were conducted by using box-shape stringer members with or without concrete-fill. The connection system was shown to be sufficiently stiff and strong, or it remained elastic even under the 160% of service load level. Among the seven stringer alternatives, five exhibited satisfactory vibration performance according to the related North American and European acceptance criteria.

• Plant Journal
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• v.8 no.3
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• pp.42-48
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• 2012

Under traditional analysis of the capital budgeting, NPV, it is assumed that management cannot react to deviation from the expected scenario of cash flow at the time of evaluation. In practice, however, it is less likely that the expected scenario will come true when new information arrives and uncertainty is resolved. Uncertainty and risk can be influenced through 'managerial flexibility', which becomes a central instrument for value creation. Real option framework including option to defer, option for staged investment, option to alter, option to abandon, option to switch, etc. takes this managerial flexibility into account. Therefore, it is more appropriate to use real option method to evaluate the project than the traditional DCF(discounted cash flow) tool if the firm has high volatility of the expected returns.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.04a
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• pp.279-283
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• 2010

본 연구에서는 화재시 대규모 피해가 우려되는 승용차 밀집 공간을 가정하여 인접한 승용차로의 화재 전파 특성을 파악하기 위한 실물화재 실험을 실시하였다. 실험은 인접한 두 대의 승용차중 한 대의 차량에 화재를 발생시켜 화재가 성장되고 전파되는 과정을 분석하였으며, 산소소모율법을 적용한 발열량 측정이 동시에 이루어 졌다. 측정 결과 최대 열방출율은 약 9MW로 측정되어 선행된 승용차 한 대의 측정 발열량보다 약 2.5배이상 높은 범위의 값으로 평가되었다. 특히, 인접된 승용차로의 전파는 화재 발생후 약 3분 30초 경과후 창문으로 출화된 화염에 의하여 옆 차량에 화재가 전파되기 시작하였으며, 15분 경과후 완전히 화재가 전이되어 발달되었다. 따라서, 밀폐된 주차장에서의 화재시 발생초기에 가연 공간에서 화재가 진화가 이루어지지 않으면 약 3분 내에 다른 차량으로의 화재 전파가 우려 되며, 이후 급격한 피해를 줄 수 있는 상태로 화재가 성장하기 때문에 신속한 초기 대응이 필요함을 확인하였다. 이러한 실물화재실험에서 얻어낸 결과는 향후 여러 수치해석의 입력 조건으로 활용이 가능할 것이며, 화재 안전 설비 계획에 기본 자료로서 이용될 수 있을 것으로 기대된다.

• Proceedings of the Korean Society For Composite Materials Conference
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• 2005.11a
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• pp.224-227
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• 2005

KSL V-I 2단 탑재대를 복합재료 샌드위치 구조물로 설계/제작하였다. 축소형 탑재대를 제작하여 진동 특성을 측정하고, 측정된 결과를 이용하여 실물형 탑재대를 설계하였다. 탑재물의 중량을 포함하여 1차 고유진동수가 150 Hz가 되도록 설계하였으며 실제 시제를 제작하여 동특성을 측정하였다.

• Journal of Korean Society of Steel Construction
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• v.10 no.4 s.37
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• pp.629-639
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• 1998

This paper summarizes the results of full-scale cyclic seismic performance tests on three column-tree type steel moment connections. Each test specimen consisted of a $H-600{\times}200$ beam and a $H-400{\times}400$ column of SS41 (SS400). Key parameter included was column PZ (panel zone) strength relative to beam strength. The seismic performance of specimen with stronger PZ tended to be inferior. Total plastic rotations available in the specimens ranged from 1.8 to 3.0 (% rad). The limited test results in this study seem to support the speculation that permitting PZ yielding shall be more beneficial to enhancing total plastic rotation capacity of the moment connection. Beam flange fracture across the heat affected zone and divot-type pullout of the column flange were observed in the tests. A conceptual mechanical model consistent with observed test results was also sought.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.222-227
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• 2001

Full scale construction tests of CFT(concrete filled steel tube) column to solve construction problem and to confirm quality were performed in apartment site. To improve construction efficiency, the tests has been accomplished two stages after the tests for material mixing design had been completed. In the first stage, the experimental variables were the placing methods, existence of guiding pipe, placing velocity and drop height and the height of specimen were $3.6{\cal}m$. In the second stage, Filling steel tube of 9.6m height with concrete was performed by two ways, that is, the pump-up method and the dropping method. The filled condition of the concrete and concrete strength distribution according to the column height were checked and the quality of the CFT column was confirmed.