• 한국지진공학회논문집
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• 제23권1호
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• pp.9-18
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• 2019

In 2017 Pohang Earthquake, a number of residential buildings with pilotis at their first level were severely damaged. In this study, the results of an analytical investigation on the seismic performance and structural damage of two bearing wall buildings with pilotis are presented. The vibration mode and lateral force-resisting mechanism of the buildings with vertical and plan irregularity were investigated through elastic analysis. Then, based on the investigations, methods of nonlinear modeling for walls and columns at the piloti level were proposed. By performing nonlinear static and dynamic analyses, structural damages of the walls and columns at the piloti level under 2017 Pohang Earthquake were predicted. The results show that the area and arrangement of walls in the piloti level significantly affected the seismic safety of the buildings. Initially, the lateral resistance of the piloti story was dominated mainly by the walls resisting in-plane shear. After shear cracking and yielding of the walls, the columns showing double-curvature flexural behavior contributed significantly to the residual strength and ductility.

• 국제초고층학회논문집
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• 제5권1호
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• pp.51-62
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• 2016

The concept of introducing viscous damping devices between outriggers and perimeter columns in tall buildings to provide supplementary damping and improve performance, reduce structural costs, and increase available usable area was developed and implemented by Smith and Willford (2007). It was recognized that the relative vertical movement that would occur between the ends of outriggers and columns, if they were not connected, could be used to generate damping. The movements, and correspondingly damping, can potentially be significantly increased by amplifying them using simple "mechanisms". The mechanisms also make it possible to increase the number of available dampers and thus further increase supplementary damping. The feasibility of mechanisms to amplify supplementary damping and enhance structural performance of tall, slender buildings is studied with particular focus on its efficacy in improving structural performance in wind loads.

• 건축역사연구
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• 제25권5호
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• pp.15-25
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• 2016

The color that painted on the ground of Dancheong becomes Gachil(basecoat)-Dancheong and underpainting of Moro-Dancheong or Geum-Dancheong. So, the color of underpainting is the most important element that determines impression of the building. Thus, the architecture after using "Sangrokhadan" has different characters from what it had been. In the existing perception toward the background color of Dancheong, it was considered the characters of Korean Dancheong so-called "Sangrokhadan" that paint vertical elements like columns red and upper part of the columns green. But this study examined the color of Dancheong according to the era and region before and after Goryeo Dynasty era, then it reveals that Sangrokhadan technique was applied from the 14th century in the late Goryeo Dynasty. One of the Goryeo architecture, Geungnakjeon Hall of Bongjeongsa Temple is thought to be a previous style that is not applied "Sangrokhadan" technique because old elements are painted red pigment.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 1996년도 춘계학술대회 논문집
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• pp.313-318
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• 1996

This paper deals with the dynamic behavior of elastic columns under the action of subtangential forces. The above subtangential force can be-realized by the combination force between the dead load of thetip mass and the pure follower thrust. The tip mass is assumed to be a rigid body not a mass point as it has been assumed so for. The equations of motion are formulated based on extended Hamilton's principle and the finite element method. It is shown that nonconservativeness of the applied force has greatly effect on the instability type. It is found that the critical subtangential force can also be changed by consideration of the tip mass parameters taking into account of its magnitude, rotary inertia and size. The influence of the self-weight of the column on the change of the critical force is also investigated.

• 한국공간구조학회논문집
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• 제2권2호
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• pp.51-58
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• 2002

This paper is presented an experimental studies on bond stress between steel and concrete in concrete filled steel tubes. In the actual building frames, vertical dead and live loads on beams are usually transferred to columns by beam-to-column connections. In case when concrete filled steel tubes are used as columns of an actual building frame which has a simple connection, shear forces in the beam ends are not directly transferred to the concrete core but directly to the steel tube. Provided that the bond effect between steel tube and concrete core should not be expected, none of the end shear in the beams would be transferred to the concrete core but only to the steel tube. Therefore, it is important to investigate the bond strength between steel tube and concrete core in the absence of shear connectors.

• 한국공간구조학회논문집
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• 제3권3호
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• pp.105-110
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• 2003

This paper is presented an experimental studies on bond stress between steel and concrete in concrete filled Rectangular steel tubes. In the actual building frames, vertical dead and live loads on beams are usually transferred to columns by beam-to-column connections. In case when concrete filled steel tubes are used as columns of an actual building frame which has a simple connection, shear forces in the beam ends are not directly transferred to the concrete core but directly to the steel tube. Provided that the bond effect between steel tube and concrete core should not be expected, none of the end shear in the beams would be transferred to the concrete core but only to the steel tube. Therefore, it is important to investigate the bond strength between steel tube and concrete core in the absence of shear connectors.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집
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• pp.1519-1524
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• 2009

Construction of high-speed concrete track embankments over soft ground needs many of the ground improvement techniques. Drains, surcharge loading, and geosynthetic reinforcement, have all been used to solve the settlement and embankment stability issues associated with construction on soft soils. However, when time constraints are critical to the success of the project, another measures should be considered. Especially, since the design criteria of residual settlement is limited as 30mm for concrete track embankment, it is very difficult to satisfy this allowable settlement by using the former construction method. Pile net method consist of vertical columns that are designed to transfer the load of the embankment through the soft compressible soil layer to a firm foundation and one or more layers of geosynthetic reinforcement placed between the top of the columns and the bottom of the embankment. In this paper, three cases with different embankment height and number of geosynthetic reinforcement, were studied through FEM analysis for efficient use of pile net method.

• 한국습지학회지
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• 제23권1호
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• pp.94-105
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• 2021

본 연구에서는 합성섬유로 충진된 바이오필터(FBF)와 우드칩으로 충진된 필터(WBF)로 구성된 수직흐름형 습지공정(BFS)의 처리성능을 평가하였다. BFS 시스템에서 단독 필터를 사용한 것보다 두개의 필터를 직렬로 결합한 경우 특히 질소제거에 탁월한 성능을 나타내었다. FBF 공정에서는 암모니아 질소 100%가 활발한 질산화 반응을 통하여 질산성 질소로 전환되었으며 후속 WBF에서 77%의 질산성 질소가 제거되어 우드칩이 제공하는 탄소가 탈질반응에 큰 영향을 끼치는 것으로 판명되었다. 바이오필터의 성능은 유입특성에 상관없이 독립적인 성능을 보였으며 인 제거에도 효과가 있었으나 종종 용출징후가 나타났으며 현장적용시에는 이와 같은 사항을 유념해야할 것으로 보인다. 한편 회귀식 분석결과 운전시간에 따른 바이오 필터내부의 미생물 증식상태를 간접적으로 암시해 주었다. 본 연구결과 질소제거 측면에서 본 연구에서 제안하고 있는 여재를 이용한 수직흐름형 직렬식 습지 공정은 전형적인 수직-수평흐름 습지와 비교하여 비용측면에서 많은 장점을 가지고 있다.

• Advances in Computational Design
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• 제6권1호
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• pp.1-13
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• 2021

Failure of a Multi-storeyed reinforced concrete framed structure occurs when a primary vertical structural component is isolated or made fragile, due to artificial or natural hazards. Load carried by vertical component (column) is transferred to neighbouring columns in the structure, if the neighbouring column is incompetent of holding the extra load, this leads to the progressive failure of neighbouring members and finally to the failure of partial or whole structure. The collapsing system frequently seeks alternative load path in order to stay alive. One of the imperative features of collapse is that the final damage is not relative to the initial damage. In this paper, the effect on the column and beam adjacent to statically removed vertical element in terms of axial force, shear force and bending moment is investigated. Using Alternate load path method, numerical modelling of two dimensional one bay, two bay with variation in storey heights are analysed with FE model in order to obtain better understanding of failure mechanism of multi-storeyed reinforced concrete framed structure. The results indicate that the corner column is more susceptible to progressive collapse when compared to middle column, using this simplified methodology one can easily predict how the structure can be made to stay alive in case of sudden failure of any horizontal or vertical structural element before designing.

• 정보처리학회논문지D
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• 제14D권2호
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• pp.157-168
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• 2007

온라인 분석 처리(On-Line Analytical Processing)에서는 다양한 분석을 효과적으로 처리하기 위해, 다차원 구조의 데이터를 연(column)에 에트리뷰트 값이 표시되는 넓은 형태의 수평 테이블로 표현한다. 관계형 테이블들은 보통 에트리뷰트의 개수에 제한이 있으므로(MS SQLServer와 Oracle은 1,024개 컬럼으로 제한), 이러한 수평 테이블을 직접 저장하기 어렵다. 본 연구에서는 상용 RDBMS에서 제공하는 PIVOT 연산을 이용하여 수평 테이블에 대한 질의를 저장된 수직 테이블에 대한 질의로 변환하는 효율적인 최적화 실행 전략을 제시한다. 우선, 관계 데이터베이스에서 수평 테이블을 차원의 이름을 열로 갖는 수직 테이블로 저장하고, 수평 테이블에 대한 질의를 수직 테이블에 대한 질의로 변환하는 다양한 최적화 전략을 제시한다. 특히, 관계 연산(셀렉션, 프로젝션, 조인 등)에 대한 여러 변환 방법을 제안한다. 이때, 변환된 질의는 여러 가지 방법으로 수행할 수 있으며, 각 방법에 따라 수행 시간이 서로 다르다. 그러므로 PIVOT 연산을 사용하여 변환된 질의를 수행하는 최적화 전략을 제시한다. 마지막으로, 다양한 실험을 통해 여러 질의 트리의 방법에 따라 수행 시간을 측정하여 비교 평가한다.