• Structural Engineering and Mechanics
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• 제60권2호
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• pp.193-209
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• 2016

In this study, wave force tests were carried out for the four types of offshore support structures with scale factor 1:25 and wave forces to the support structure shapes were investigated. As the results of this study, it was found that, as the wave period increased at the normal wave condition, wave force decreased for the most cases. Extreme wave force was affected by the impact wave force. Impact wave force of this study significantly effect on Monopile and slightly on GBS and Hybrid type. Accordingly, Hybrid type indicated even lower wave force at the extreme and irregular wave conditions than the Monopile although Hybrid type indicated higher wave force at the normal wave condition of the regular wave because of the larger wave area of wave body. In respects of the structural design, since critical loading is extreme wave force, it should be contributed to improve structural safety of offshore support structure. However, since the impact wave force has nonlinearity and complication dependent on the support structure shape, wave height, wave period, and etc., more research is needed to access the impact wave force for other support structure shapes and wave conditions.

• 국제초고층학회논문집
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• 제9권4호
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• pp.307-314
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• 2020

High-rise buildings with vertical setback are widely used in practice. From the field investigation of the past earthquakes, it was found that such kind of vertically irregular high-rise building structures easily suffer severe damage during strong earthquakes. This paper presents an extensive study on the earthquake responses of moment-resisting frame structures (MFS) popularly applied in high-rise buildings with vertical setback. Four groups of MFS are designed, including three groups of structures with vertical setback and one group of structures with the lateral stiffness varying along the building height but without vertical setback. The numerical models of the structures are established, and the time history analysis of the structures under different levels of earthquakes is conducted. The earthquake responses of the structures are compared. The influence of the ratio between the horizontal setback dimension and the previous plan dimension, the eccentricity of setback, and the position where the setback occurs on the seismic performance of structures is studied. The rationality of the provisions for the structures with vertical setback specified in the current design codes is checked by the findings from this study.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.53-54
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• 2023

Because irregular shaped buildings are designed with various three-dimensional curves, the difficulty of design and construction is very high, and more construction drawings are needed to reduce construction errors. General 2D drawings may have limitations in conveying the information necessary for construction. By utilizing BIM, it is possible to three-dimensionally design parts that are not expressed on 2D drawings and additional structurall components required for the construction of the curved exterior finishing materials. This study examines the necessity of BIM at the construction stage, its performance through it, and how it can be linked to smart construction technology through construction BIM being applied to the new construction site of Sejong-Pocheon Line Cheoin Rest Area.

• Earthquakes and Structures
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• 제18권5호
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• pp.543-553
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• 2020

Past earthquakes experience shows that serious damage or collapse of buildings have dramatically accrued when sufficient separation distance has not been provided between two adjacent structures. The majority of past studies related to the pounding topic indicate that obtaining the gap size between two buildings is able to prevent collision and impact hazards during seismic excitations. Considering minimization of building collisions, some relationships have been suggested to determine the separation distance between adjacent buildings. Commonly, peak lateral displacement, fundamental period and natural damping as well as structural height of two adjacent buildings are numerically considered to determine the critical distance. Hence, the aim of present study is to focus on all mentioned parameters and also utilizing the main characteristic of earthquake record i.e. PGA to examine the lateral displacement of irregular structures close to each other and also estimate the sufficient separation distance between them. Increasing and decreasing the separation distance is inherently caused economical problems due to the land ownership from a legal perspective and pounding hazard as well. Therefore, a new equation is proposed to determine the optimum critical distance. The accuracy of the proposed formula is validated by different models and various earthquake records.

• 한국항해항만학회지
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• 제43권5호
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• pp.320-327
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• 2019

This study examined the port expansion plan for the fishery port at the east coast of Korea, in accordance with permission conditions for coastal ports such as a limit on the cargo volume and passenger demand for the coastal tourism belt formation. The site was chosen as a municipal coastal port attracting the new ocean industry and building waterfront zone as a hub of new marine tourism. Two different numerical models (Swan and Bouss 2D) were used. Before applying to the target sea area, some numerical tests were conducted for the variation according to Bouss-2D's strong/weak and nonlinear technique compared to the irregular diffraction of semi-infinite breakwater with a theoretical solution. As a result, there was a difference in strong nonlinearity with breaking waves and it was necessary to experiment with a strong nonlinear analysis technique for the actual site. Two numerical models were applied to the fishery port site and the tranquility of some alternatives were analyzed. The numerical results show the most suitable plan was ALT-1, with satisfied harbor tranquility and reasonable economic sense. The extension of the east breakwater and enlarged turning basin of the F-Land plan have brought generally more stable harbor tranquility than the ALT-1. The result can be used as a reference for the port expansion plan in the future.

• 드라이브 ㆍ 컨트롤
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• 제17권4호
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• pp.31-37
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• 2020

We are concerned with the dual-arm manipulation for disaster-responding special-purpose machinery. This paper presents a control strategy for performing complex work in an irregular environment, the control algorithm, the hydraulic circuit, and the master devices. The occurrence of collapse accidents at disaster sites such as natural disasters and building collapses is increasing, which is emerging as a social problem. In particular, for the initial response, various tasks must be performed in an irregular environment. The Marionette algorithm for intuitive control of 'as if the operator's arm is moving' was presented as a control strategy for dual-arm manipulators with attachments and the prototype. Next, the hydraulic circuit, control system, and wearable-type master device presented to implement the Marionette algorithm were explained and verified through an experiment in which rebar-cutting, drum-lifting, and lifting a bottle with one arm and pouring the water into the bucket with the other arm were tested.

• 한국공간구조학회논문집
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• 제10권2호
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• pp.105-115
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• 2010

최근 초고층 건축물은 비정형적 외관을 갖는 랜드 마크적인 역할과 택지의 효율적인 사용을 위한 수직 도시 기능을 수행한다. 건축물의 외관은 비정형적인 요소로서 3T형태(Twisted, Tilted, Tapered)의 설계안들이 대부분 제안되고 있으며, 세장한 형태의 형상비를 만족하기 위한 새로운 구조시스템의 연구 개발이 활발히 진행 중이다. 다이아그리드 시스템의 하중 전달 메커니즘은 대각 가새(Diagrid)의 삼각형 형상에 기인하여 중력하중 뿐만 아니라 횡하중을 전달하기 때문에 대부분의 기둥이 제거되게 된다. 또한 대각 가새의 축방향 거동(인장/압축)에 의해 전단력을 전달하여 전단 변형이 최소화되기 때문에 기둥이 전단력을 전달하던 기존 방식에 비해 비정형적인 외관에 쉽게 대응할 수 있는 구조시스템이다. 본 연구에서는 싸이클론 타워의 건축 계획안을 바탕으로 접합부 디테일 선정 과정과 접합부의 구조안전성을 유한요소해석을 통해 검증하였다. 이를 통해 응력집중 완화 방안을 제시하여 적절한 캡 플레이트 두께와 캡플레이트 확장 길이를 제시하여 응력집중 현상을 완화하였다.

• 한국지진공학회논문집
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• 제9권4호
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• pp.55-66
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• 2005

본 논문에서는 스마트 면진장치를 효과적으로 제어하기 위하여 퍼지관리제어기를 개발하였고 그 효율성을 검토하였다. 이를 위하여 1세대 스마트 면진 벤치마크 건물을 이용하여 수치해석을 수행하였다. 대상 벤치마크 구조물은 부정형의 평면을 가지고 있는 8층 건물이고 탄성베어링과 MR 감쇠기로 이루어진 스마트 면진장치가 설치되어 있다. 본 논문에서는 다목적 유전자 알고리즘을 이용하여 원거리 지진과 근거리 지진에 대하여 각각 면진구조물을 효과적으로 제어할 수 있는 하위 퍼지제어기를 개발한다. 최적화과정에서는 구조물의 최대 및 RMS 가속도와 면진층 변위의 저감이 목적으로 사용된다. 벤지마크 건물에 지진하중이 가해지면 두 개의 하위 퍼지제어기에서는 각각 다른 명령전압이 제공되는데 이 명령전압들은 퍼지관리제어기의 추론과정에 기반하여 실시간으로 참여율이 조절되어 하나의 명령전압으로 조합된다. 수치해석을 통하여 제안된 퍼지관리제어기법을 사용함으로써 상부구조물의 응답과 면진층의 변위를 효과적으로 줄일 수 있음을 확인할 수 있다.

• 한국측량학회지
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• 제37권6호
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• pp.545-554
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• 2019

본 연구에서는 기존의 연구들에서 주로 사용하여왔던 현장측량, 항공사진, 라이다 데이터 등의 취득이 원천적으로 어려운 지역에 대한 건물 영역 추출을 구현하고자 하였다. 이에 접근성에 큰 영향을 받지 않는 거의 유일한 데이터인 고해상도 위성영상을 활용한 방법론을 제시하고자 한다. 영상정합을 통해 추출되는 점군 데이터 또는 DSM(Digital Surface Models)을 활용한 건물 영역 추출은 데이터내의 높은 잡음과 다수의 빈 영역으로 인해 그 정확성에 한계를 보이고 있다. 따라서 본 연구에서는 영상 정합을 통해 얻어진 3차원 점군 데이터, 영상의 색상 및 선형 정보를 결합하여 건물 영역 추출을 수행하는 하이브리드식 접근법을 제안하였다. 일차적으로 다중영상정합으로 얻어진 3차원 점군 데이터로부터 지면점과 비지면점을 분리하고, 비지면점으로부터 초기 건물 대상지를 추출한다. 이후, 영상의 색상기반 분할을 수행하여 얻어진 결과와 초기 건물 대상지를 결합하여, 색상분할기반 건물 대상지를 추출한다. 이어서 영상의 선형 추출 및 공간 분할정보를 이용하여 최종적인 건물 영역을 선정하게 된다. 본 논문에서 제시한 건물 영역 자동 추출 방법론은 Correctness: 98.44%, Completeness: 95.05%, 위치오차: 1.05m 정도의 성능을 보임을 확인하였으며, 더불어 직각형태 이상의 복잡한 건물 영역도 잘 추출함을 확인하였다.

• Earthquakes and Structures
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• 제7권4호
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• pp.587-607
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• 2014

Progressive collapse, which is referred to as the collapse of the entire building under local damages, is a common failure mode happened by earthquakes. The collapse process highly depends on the whole structural system. Since, asymmetry of the building plan leads to the local damage concentration; it may intensify the progressive collapse mechanism of asymmetric buildings. In this research the progressive collapse of regular and irregular 6-story RC ordinary moment resisting frame buildings are studied in the presence of the earthquake loads. Collapse process and collapse propagation are investigated using nonlinear time history analyses (NLTHA) in buildings with 5%, 15% and 25% mass asymmetry with respect to the number of collapsed hinges and story drifts criteria. Results show that increasing the value of mass eccentricity makes the asymmetric buildings become unstable earlier and in the early stages with lower number of the collapsed hinges. So, with increasing the mass eccentricity in building, instability and collapse of the entire building occurs earlier, with lower potential of the progressive collapse. It is also demonstrated that with increasing the mass asymmetry the decreasing trend of the number of collapsed beam and column hinges is approximately similar to the decreasing trend in the average story drifts of the mass centers and stiff edges. So, as an alternative to a much difficult-to-calculate local response parameter of the number of collapsed hinges, the story drift, as a global response parameter, measures the potential of progressive collapse more easily.