• 제목/요약/키워드: Position in Building

검색결과 633건 처리시간 0.023초

Optimization of Luffing-Tower Crane Location in Tall Building Construction

  • Lee, Dongmin;Lim, Hyunsu;Cho, Hunhee;Kang, Kyung-In
    • 국제학술발표논문집
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    • The 6th International Conference on Construction Engineering and Project Management
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    • pp.420-424
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    • 2015
  • The luffing-tower crane (T/C) is a key facility used in the vertical and horizontal transportation of materials in a tall building construction. Locating the crane in an optimal position is an essential task in the initial stages of construction planning. This paper proposes a new optimization model to locate the luffing T/C in the optimal position to minimize the transportation time. An optimization algorithm, the Harmony Search (HS) algorithm, was used and the results show that HS has high performance characteristics to solve the optimization problem in a short period of time. In a case study, the proposed model offered a better position for T/C than the previous heuristic approach.

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Numerical investigation of wind interference effect on twin C-shaped tall buildings

  • Himanshoo Verma;R. S. Sonparote
    • Wind and Structures
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    • 제37권6호
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    • pp.425-444
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    • 2023
  • This study is to investigate the effect of interference between two C-shaped high-rise buildings by computational fluid dynamics (CFD), focusing on the variation of the local pressure coefficient (CP) and the mean pressure coefficient (CPMEAN). Sixteen building position cases are considered for the present study. These cases were based on the position and height of the interference building (IB). The pressure coefficient (CP) is calculated on the principal building (PB) and is compared with an isolated building identical in shape and size. The interference effect on PB has also been presented in reference for the interference factor (IF). According to the findings, the maximum force coefficient on the PB is 0.971 and it is 10.97% more than the isolated PB when IB is located at position 2b (two times the width of the building), and the interfering height of 13H/15 mm. The moment coefficient on PB is 1.27, which is 27.36% less than the isolated case in which IB pushed 2b to 3b in the y direction with 750 mm height. In most of the cases, because of the shielding effect of the IB, the value of force coefficient (CF) on PB has been reduced. On the face of the PB, there are also considerable differences in the mean pressure coefficient CPMEAN. When IB was positioned at a location of 2b in Y direction and an interfering height of 13H/15 mm, the maximum CPMEAN (1.58) was observed on the leeward face of PB.

듀얼 노즐 FDM 프린터에서 노즐 간의 간섭을 최소화하는 모델의 빌드 방향 최적화를 위한 방법 (A Method for Optimizing Building Position of Model to Minimize Interference between Nozzles in FDM with Dual-nozzles)

  • 김태영;이용구
    • 한국CDE학회논문집
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    • 제22권1호
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    • pp.37-43
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    • 2017
  • 3D printing techniques can be used in various application fields and many researches have been reported. FDM (Fused Deposition modeling) can make multi-material or multi-color models with the simultaneous use of two or more filaments. In a dual-nozzle FDM printers, while the active nozzle is working, the remaining nozzle will be idle. The remaining molten resins inside an idle nozzle can ooze out unwantedly. The spill over from the resting nozzle produces unwanted remaining on the fabricated product. In this research, we suggest a method for optimizing building position of a model to minimize the unwanted spill-over that could possibly contaminate the final product. The method is based on minimizing the two intersection volumes. The first intersection volume is obtained by intersecting the volume defined by the first material and the Minkowski sum between the volume of the first material and the vector obtained by subtracting the center point of the first nozzle from the center point of the second nozzle. The second intersection volume can be obtained by reversing the role of the first and second volumes and nozzles. Some results obtained from the implementation using the Parasolid (Siemens) geometric modeling kernel is presented.

Monitoring a steel building using GPS sensors

  • Casciati, Fabio;Fuggini, Clemente
    • Smart Structures and Systems
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    • 제7권5호
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    • pp.349-363
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    • 2011
  • To assess the performance of a structure requires the measurement of global and relative displacements at critical points across the structure. They should be obtained in real time and in all weather condition. A Global Navigation Satellite System (GNSS) could satisfy the last two requirements. The American Global Position System (GPS) provides long term acquisitions with sampling rates sufficient to track the displacement of long period structures. The accuracy is of the order of sub-centimetres. The steel building which hosts the authors' laboratory is the reference case-study within this paper. First a comparison of data collected by GPS sensor units with data recorded by tri-axial accelerometers is carried out when dynamic vibrations are induced in the structure by movements of the internal bridge-crane. The elaborations from the GPS position readings are then compared with the results obtained by a Finite Element (FE) numerical simulation. The purposes are: i) to realize a refinement of the structural parameters which characterize the building and ii) to outline a suitable way for processing GPS data toward structural monitoring.

Analysis of Hygrothermal Performance of Wood Frame Walls according to Position of Insulation and Climate Conditions

  • Kang, Yujin;Chang, Seong Jin;Kim, Sumin
    • Journal of the Korean Wood Science and Technology
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    • 제44권2호
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    • pp.264-273
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    • 2016
  • The insulation of a building envelope influences the hygrothermal performance as well as the thermal performance of the building. While most of Korean wood frame houses have an interior insulation system, the exterior insulation system with high thermal performance has recently been applied. While it can be effective in energy savings for better insulation performance, without consideration of the moisture, condensation and mould growth can occur. Therefore, in this study, hygrothermal behaviour, water content, and mould growth were analyzed using hygrothermal simulation of an exterior wall of a wood frame house with which the interior insulation and exterior insulation systems were applied. The wall layer included Wall A (Interior insulation) and Wall B (Exterior insulation). The U-values were identified as 0.173 and $0.157W/m^2K$, respectively. The total water content and OSB absolute water content of Wall A were confirmed to be higher than those of Wall B, but the absolute water content did not exceed the reference value of 20%. The moisture content of the two walls was determined to be stable in the selected areas. However, mould growth risk analysis confirmed that both Wall A and Wall B were at risk of mould growth. It was confirmed that as the indoor setting temperature decreased, the mould index and growth rate in the same area increased. Therefore, the mould growth risk was affected more by indoor and outdoor climate conditions than by the position of the insulation. Consequently, the thermal performance of Wall B was superior to that of Wall A but the hygrothermal performances were confirmed to be similar.

고해상도 위성영상으로부터 건물 정위 레이어 자동추출 (Automated Extraction of Orthorectified Building Layer from High-Resolution Satellite Images)

  • 김승희;김태정
    • 대한원격탐사학회지
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    • 제39권3호
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    • pp.339-353
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    • 2023
  • 고해상도 위성영상의 제공이 증가함에 따라 위성영상의 위치정확도 향상이 요구되고 있다. 이를 위해 기복변위를 제거하고 인공지물의 정위가 수립된 정사영상 생성의 중요성이 높아지고 있다. 본 논문에서는 기존에 구축된 건물 높이 데이터베이스를 이용하여 원본 위성영상에서의 건물 옥상면과 건물포함영역을 자동으로 추출하였다. 이후 추출된 건물 옥상면을 정위치 편집하여 건물 정위 레이어(layer)를 생성하였다. 추출된 건물포함영역을 이용하여 위성영상에서 건물영역을 공백 처리하여 비건물 정위 레이어를 생성하였다. 이후, 실감정사 건물레이어와 실감정사 비건물레이어를 중첩하여 최종 정사영상을 제작하였다. 본 연구에서 제안한 방법은 KOMPSAT-3 및 KOMPSAT-3A 위성영상을 이용해 실험하였으며, 실험 결과를 수치지형도와 중첩하여 검증을 수행하였다. 실험결과 건물 정위 레이어는 0.4 m의 위치 오차를 가지는 것으로 나타났다. 제안 방법을 통해 도심지역에 대한 자동 실감정사영상 생성의 가능성을 확인하였다.

어업통신의 VMS 구축 및 데이터통신에 운용에 대한 연구 (A study on the VMS building and data traffic in fishery communication)

  • 윤재준;최조천;김갑기
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2003년도 추계종합학술대회
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    • pp.81-85
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    • 2003
  • 어업통신에서 출어선의 위치보고를 디지털화하여 VMS(Vessel Monitering system)를 구축하기 위하여는 체계적인 정보의 관리와 운용이 필요하다. 또한 위치정보의 체계적인 관리를 위해서는 먼저 정보의 권역화 및 집중화가 선행되어야 한다. 지역의 전파환경, 출어선의 조업해역, 어선세력, 트래픽량 등을 고려하여 권역을 구분하고, 권역별로 선위정보를 수집하여 이것을 본부에 집중하면 VMS의 DB를 구현할 수 있다. 본 논문에서는 VMS를 구축하기 위한 어업정보망의 구축과 어선의 위치정보를 자동으로 전송하는 방안에 대하여 연구하였다.

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어업통신의 디지탈화 및 VMS 구축에 대한 연구 (A study on the digitalization and VMS building of fishery communication)

  • 윤재준;최조천
    • 한국정보통신학회논문지
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    • 제7권7호
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    • pp.1387-1392
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    • 2003
  • 어업통신에서 출어선의 위치보고를 디지털화하여 VMS(Vessel Monitoring system)를 구축하기 위하여는 체계적인 정보의 관리와 운용이 필요하다. 또한 위치정보의 체계적인 관리를 위해서는 먼저 정보의 권역화 및 집중화가 선행되어야 한다. 지역의 전파환경, 출어선의 조업해역, 어선세력, 트래픽량 등을 고려하여 권역을 구분하고, 권역별로 선위정보를 수집하여 이것을 본부에 집중하면 VMS의 DB를 구현할 수 있다. 본 논문에서는 VMS를 구축하기 위한 어업정보망의 구축과 어선의 위치정보를 자동으로 전송하는 방안에 대하여 연구하였다.

평형링크 메카니즘이 있는 관절형 로보트 회전축의 위치제어 (Position control of robot's rotational axis having parallel link mechanism)

  • 여인택;이연정
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 1986년도 한국자동제어학술회의논문집; 한국과학기술대학, 충남; 17-18 Oct. 1986
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    • pp.341-345
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    • 1986
  • In the course of robot control system building, there are problems in the position control loop of 3rd axis of robot manipulator. The problems are summerized as two: one is uncontrollability of position and the other is oscillation. And these problems are analyzed through experiment, and it is known that the cause of problems in torsional vibration of 3rd axis. So that these two problems are solved by noise immunity enhancement and lowering of PI controller gain.

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3차원정보지적도 모형 구축을 위한 건물등록 방법 선정 (A Selection of Building Registration Method to Construct the Three Dimensional Information Cadastral Map)

  • 양인태;오이균;유영걸;천기선
    • 한국측량학회지
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    • 제22권3호
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    • pp.245-251
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    • 2004
  • 최근 지형공간정보 분야의 눈부신 발전과 함께 지적 분야에서도 지적도면 전산화 사업이 진행되고 있으며 다양한 토지관련 정보의 통합관리 및 활용을 위하여 토지정보 및 건물정보의 통합에 관한 요구가 증가하고 있지만 3차원지적제도 구축에 있어 기본이 되는 건물의 지적도 등록 시 전국에 산재되어 있는 수많은 건물을 일일이 지상측량방법을 통하여 지적도에 등록하는 것은 많은 어려움이 뒤따르는 실정이다. 이 연구에서는 유럽을 중심으로 활발히 연구되고 있는 3차원지적제도의 이론을 고찰하고 실험대상지역을 선정하여 지적기준점에서 토탈스테이션을 이용하여 건물위치를 직접 측량하였고, 수치지형도와 수치정사영상을 제작하여 건물위치를 측량한 후 건물좌표들을 비교 분석하여 지적도에 건물등록 시 가장 효율적인 측량 방법을 제시하고 지적도에 건물을 등록한 후 등록된 건물에 기존 토지지번과는 별도로 새로운 건물번호를 식별자로 부여하여 지적도를 제작하였고, 건축물관리대장과 건물등기부 및 관련 속성정보와 건물사진 등을 연계하여 토지와 건물관리를 통합 관리할 수 있는 새로운 3차원정보지적도 모델을 구축 하였다.