• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 추계 학술논문 발표대회
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• pp.134-135
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• 2018

Nuclear Power Plant consists of about 1.4 million facilities. and the design standards and design requirements for the continuos utilization and safety of facilities are complexly connected with the facilities. When a design change for facilities or design requirements is occurred at the time of construction or operation, there are a lot of facilities, design requirements, and design bases that are affected by the facilities or design bases being changed. The above design changes are so complex that the existing document-bases design change process is time-consuming and may also cause human error. In this study, we developed a design requirement taxonomy that can be applied to the data-centric design bases document that can improve it. To do this, we analyze the design elements from the highest level to the lowest level applied to the nuclear power plant, and classify the design elements according to the characteristics of the design elements.

• 한국건설관리학회논문집
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• 제20권5호
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• pp.52-60
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• 2019

APR1400은 1992년 12월부터 2001년 12월까지 약 10여년에 걸쳐 국가선도 기술개발과제를 통해 개발된 1,400MWe급 차세대 원자력발전소 노형으로, 건설을 위해서 약 6만 5천 장의 도면이 생산된다. 또한 수많은 도면 간 일치성 유지를 설계기준(Design Bases)에 따라 가장 높은 수준의 설계기준도면(Design Bases Drawing)를 작성하여 후속설계에 가이드라인 역할로 활용하고 있다. 하지만 설계기준도면이 문서기반으로 생산 관리되고 있고, 다양한 분야에서 파편적으로 운영되어 설계기준정보를 정확하게 인지하고 후속설계에 정확하게 반영하는데 어려움이 있었다. 따라서 본 연구는 문서기반의 설계기준도면의 한계를 인식하고, BIM 기반의 설계기준 통합관리 체계를 도입하여, 설계기준 정보를 체계적이고 정확하게 후속설계에 반영 할 수 있는 체계를 구축하였다. 특히 DBIL(설계기준정보층)개념을 도입하여 5가지 설계기준(물리적방호, 화재방호, 내부비산물방호, 내부침수방호, 방사선방호)을 적용하여 DBIL생성 및 속성을 분석하였다. 최종 결과물인 DBIL set와 Datasheet에는 실(Room), DBIL, 설계기준 속성, 빌딩 데이터(벽 바닥 슬라브, 문 창문, 수직 수평관통부)를 통합 추출하여 후속설계 자동화 및 설계검증에 활용할 수 있도록 하였다. 더 나아가 APR1400 DBIL에 적용되는 5가지 설계기준의 속성을 분석하여 후속호기 및 차세대 노형과의 비교를 통한 경제성 분석 등에 폭 넓게 활용할 수 있을 것이라 예상한다.

• 한국건설관리학회논문집
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• 제20권2호
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• pp.28-36
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• 2019

국내 신형원전 APR1400 (Advanced Power Reactor 1400MW)은 총 사업비 8조 6천억원, 사업기간 10년 이상이 소요되는 대형 국가기반시설이며, 60년 이상 운영되어 국가경제 및 국민의 안전에 밀접한 영향을 끼친다. 또한 총 사업부지 217만$m^2$내 20개 이상의건물 및 구조물로 구성되어 있으며, 건설에 필요한 전체도면은 약 6만5천장에 이른다. 이러한 대형시설의 설계를 위해서는 설계의도를 명확히 규정하여 일관성 있게 설계가 진행될 수 있는 일종의 가이드라인 역할을 하는 설계기준이 필수적이다. 이를 위해 설계기준(Design Bases)을 반영한 설계기준문서(Design Bases Document 또는 Drawing, DBD)를 작성하여, 설계 일관성 및 도면간의 일치성을 유지하고 있다. 하지만 설계기준은 원전 전체 설계에 큰 틀이 되는 중요한 개념임에도 불구하고 각 분야 전문가들에 의해 문서기반(2차원) 및 파편적으로 관리되다보니 후속설계에 정확히 반영되는데 한계가 있었다. 따라서 본 연구에서 시설정보 활용성을 높이기 위해 3차원 정보모델인 BIM (Building Information Model)과 Algorithm-aided BIM을 활용하여, 원전의 최소단위 공간인 실(Room)을 기반으로 한 3차원 설계기준 관리하는 시스템을 개발하였다. 이를 위해 설계기준정보층(DBIL)개념을 도입하였으며, 시뮬레이션을 통해 각 DBIL별 설계기준 속성 및 설계요소 데이터가 연동됨을 확인하였으며, DBIL에 연계되는 벽, 바닥, 문, 관통부 등을 정상적으로 추출하였다.

• Steel and Composite Structures
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• 제5권4호
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• pp.325-340
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• 2005

This paper presents a thorough investigation into the structural performance of cold-formed steel column bases using double lipped C sections with bolted moment connections. A total of four column base tests with different connection configurations were carried out, and it was found that section failure under combined bending and shear was always critical. Moreover, the proposed column bases were demonstrated to be structurally efficient attaining moment resistances close to those of the connected sections. In order to examine the structural behaviour of the column base connections, a finite element model was established using shell and spring elements to model the sections and the bolted fastenings respectively. Both material and geometrical non-linearities were incorporated, and comparison between the test and the numerical results was presented in details. The design rules originally developed for bolted moment connections between lapped Z sections were adopted and re-formulated for the design of column base connections after careful calibration against the test data. Comparison on co-existing moments and shear forces at the critical cross-sections of the column bases was fully presented. It was shown that the proposed design and analysis method was structurally adequate to predict the failure loads under combined bending and shear for column bases with similar connection configurations.

• Steel and Composite Structures
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• 제5권4호
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• pp.289-304
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• 2005

This paper presents a thorough investigation into the structural performance of cold-formed steel column bases using double lipped C sections with bolted moment connections. A total of four column base tests with different connection configurations were carried out, and it was found that section failure under combined bending and shear was always critical. Moreover, the proposed column bases were demonstrated to be structurally efficient attaining moment resistances close to those of the connected sections. In order to examine the structural behaviour of the column base connections, a finite element model was established using shell and spring elements to model the sections and the bolted fastenings respectively. Both material and geometrical non-linearities were incorporated, and comparison between the test and the numerical results was presented in details. The design rules originally developed for bolted moment connections between lapped Z sections were adopted and re-formulated for the design of column base connections after careful calibration against the test data. Comparison on co-existing moments and shear forces at the critical cross-sections of the column bases was fully presented. It was shown that the proposed design and analysis method was structurally adequate to predict the failure loads under combined bending and shear for column bases with similar connection configurations.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.417-426
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• 2000

This paper introduces the ISO 3010 which is the design standard for seismic action of International Standard Organization. Specially this paper focuses on the philosophical background and the weakness of ISO 3010,. The ISO 3010\ulcorner(Bases for design of structures-Seismic action on structure) were made in 1998 by the efforts of ISO/TC98 which is one working group of ISO. TC98 deals with " Bases for design of structures" in the field of architectural and civil engineering. The revised Committee Draft ISO/CD 3010 was made in February 1999. Even if ISO 3010 has not been complete yet this study carry out critical review of this committee draft.tee draft.

• Steel and Composite Structures
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• 제19권4호
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• pp.1035-1053
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• 2015

A genetic algorithm-based minimum weight design method is presented for steel frames containing composite beams, semi-rigid connections and column bases. Genetic Algorithms carry out optimum steel frames by selecting suitable profile sections from a specified list including 128 W sections taken from American Institute of Steel Construction (AISC). The displacement and stress constraints obeying AISC Allowable Stress Design (ASD) specification and geometric (size) constraints are incorporated in the optimization process. Optimum designs of three different plane frames with semi-rigid beam-to-column and column-to-base plate connections are carried out first without considering concrete slab effects on floor beams in finite element analyses. The same optimization procedures are then repeated for the case of frames with composite beams. A program is coded in MATLAB for all optimization procedures. Results obtained from the examples show the applicability and robustness of the method. Moreover, it is proved that consideration of the contribution of concrete on the behavior of the floor beams enables a lighter and more economical design for steel frames with semi-rigid connections and column bases.

• 한국실내디자인학회논문집
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• 제41호
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• pp.246-255
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• 2003

All art forms are the results of the artist's response to the philosophical, sociological, and cultural tendencies of the period in which the artist lives. Post-modern period differentiates itself from Modern period in many aspects. One of these is the emphasis on phenomena which are ephemeral and changing. This paper looks at the perceptive and cognitive bases of these expressions of change in space design and their affordances on human behavior The first chapter provides the purpose and the background of the research. It studies the philosophical, sociological and cultural characteristics of the Post-modern era which bring forth expressions of time ＆ change in space design. The second chapter explains two basic approaches which can be applied to the perception and cognition of the environment. The third chapter deals with the perceptional and cognitive bases, and the human affordances of the expressions of change in space design. Finally this paper will analyze the types of space design which show this tendency : change by the technology, change by the participation of viewers, and change by the natural and chance. In each type, there will be analyses of examples. this will lead us to the understanding of how the space design including time & change expresses the spirit of the age and how it can play positive roles in human psychology.

• 건축역사연구
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• 제9권2호
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• pp.49-63
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• 2000

In this research, we analyzed the activities of Japanese architectural offices in Korea during the Japanese occupation era, classifying them into two groups: first, Japanese architectural offices that had their bases in Korea, and second, Japanese architectural offices that had their bases in Japan. There were totally 98 Japanese architectural offices that had their bases in Korea during the Japanese occupation period. The number of those offices had increased rapidly since 1920s. Nakamura(the design of bank buildings), Tamada(the design of theaters), Otsumi(the design of Japanese style residential houses) can be regarded as the most remarkable Japanese architectural offices among them. We found that these offices already specialized in certain architectural planning fields, such as bank buildings, theaters and residential houses. It was also found that, during the Pacific War period, even privately-managed architectural offices were mobilized for the war by Japanese government, through designing munitions factories, etc. On the one hand, since some large Japanese corporations entered into Korea, many Japanese architectural offices, that had their bases in Japan, got into working in Korea and designed a number of buildings, with the exception of the architectural office of Vories, who was a Christian architect. Even though the place that the activities of these Japanese architectural offices were carried out was Korea, any factors of Korean architectural style couldn't be found In their works. This means that they just transplanted the Japanese modern architectural style in Korea.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1998년도 춘계학술발표회논문집(1)
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• pp.19-26
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• 1998

Nuclear design bases for System-Integrated Modular Advanced ReacTor(SMART) core are presented. Based on the proposed design bases, a SMART core loading pattern is constructed and its nuclear characteristics are studied. The proposed core loading pattern satisfies 3-year cycle length and soluble boron-free operation requirements at any time during the cycle