• 제목/요약/키워드: Large-scale Building

검색결과 688건 처리시간 0.034초

Decentralized energy market-based structural control

  • Lynch, Jerome Peter;Law, Kincho H.
    • Structural Engineering and Mechanics
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    • 제17권3_4호
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    • pp.557-572
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    • 2004
  • Control systems are used to limit structural lateral deflections during large external loads such as winds and earthquakes. Most recently, the semi-active control approach has grown in popularity due to inexpensive control devices that consume little power. As a result, recently designed control systems have employed many semi-active control devices for the control of a structure. In the future, it is envisioned that structural control systems will be large-scale systems defined by high actuation and sensor densities. Decentralized control approaches have been used to control large-scale systems that are too complex for a traditional centralized approach, such as linear quadratic regulation (LQR). This paper describes the derivation of energy market-based control (EMBC), a decentralized approach that models the structural control system as a competitive marketplace. The interaction of free-market buyers and sellers result in an optimal allocation of limited control system resources such as control energy. The Kajima-Shizuoka Building and a 20-story benchmark structure are selected as illustrative examples to be used for comparison of the EMBC and centralized LQR approaches.

소규모 대지의 조경 개선방안에 관한 연구 - 서울시를 사례로 - (Improving on Planting in Small Scale Development - The Case of Seoul -)

  • 조용현
    • 한국조경학회지
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    • 제37권5호
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    • pp.31-41
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    • 2009
  • 우리나라 건축법에 따르면, $200m^2$ 이상의 대지 위에 건축행위를 하기 위해서는 반드시 일정면적비율 이상의 식재를 실시해야 한다. 대규모 개발에서는 이 법규가 잘 지켜지나, 소규모 개발에서는 잘 지켜지지 않고 있기 때문에 소규모 개발에 대해서는 특별한 관심이 기울여져야 한다. 따라서 이 연구의 목적은 대지의 조경에 대한 국내외 사례를 분석하고 서울시에서 소규모 대지에 대한 조경관리 실태분석을 통해 소규모 대지의 조경 설치 및 사후관리에 대한 합리적인 개선 방안을 마련하는 것이다. 이 연구에서는 2002년도에 서울시 성북구와 강남구를 대상으로 조사된 조경 실태자료를 사용하였고, 추가 현장조사와 담당공무원 및 건물소유주에 대한 설문조사를 수행하였으며, 그 분석결과를 토대로 건축단계별로 개선방안을 도출하였다. 결과를 요약하면 다음과 같다. 첫째, 건축설계 상위계획 단계에서는 조경기준의 강화, 지구단위계획에서의 지침 제공, 인센티브 제도의 도입 등을 제안하였다. 둘째, 건축설계단계에서는 설계지침 및 사례집 제작 보급, 합벽개발 허용, 연면적 2,000m2 이상 건축물 건축에서 조경기사의 직접참여 또는 협력 의무화 법조항 신설 등을 제시하였다. 셋째, 건축허가 및 준공, 사후관리단계와 관련하여 조경에 대한 허가서류 검토에 녹지직 공무원 참여 보장, 현장 검사 및 확인 업무에 조경전문가가 참여할 수 있도록 관련규정의 개정 등을 제시하였고, 사후관리에 조경전문기술자가 대행 또는 참여할 수 있도록 허용하는 관련 규정 개정 필요성 등을 제시하였으며, 시정명령 미이행 또는 위법건축물에 대한 관리감독 강화의 필요성을 제기하였다.

효율적인 빌딩 관제를 위한 표준설비 인터페이스 설계 (Design of Standard Facility Interface for Efficient Building Control)

  • Moon, Sang-Ho
    • 한국정보통신학회논문지
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    • 제25권2호
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    • pp.334-337
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    • 2021
  • Recently, the necessity of rapid response to social problems such as disasters and quarantine arising from the complex and diverse social structures has emerged. As the number of large buildings increases, large-scale human damage is expected in the event of a disaster such as fire. To solve this problem, efficient control must be achieved through interfacing with various equipment and facilities installed inside the building. In this paper, we intend to study the interface method for various facilities in the building for efficient control. In detail, the facility standard model is defined by examining the status and specification of building. In addition, we intend to design and propose a standard facility communication data frame to support the protocol applicable to this model.

An Advanced User-Construction Requirement Within the EFD for the Development of Large-scale Information Systems

  • Park, Won-Seok;Park, Man-Gon
    • 한국멀티미디어학회논문지
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    • 제6권4호
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    • pp.723-735
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    • 2003
  • This research focuses ell an approach for the building of a requirements model for the development of large-scale information systems. It will suggest a set of requirements engineering processes as a procedure of the implementation for building the requirements model. It will also emphasise the evaluation requirements model aimed to refine and complete the requirements model by the different user groups as a cross reference. This paper provides an advanced user-construction requirements within the Event Flow Diagram as a set of requirements engineering process.

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빌딩용 신.재생에너지시스템 제어를 위한 LonWorks기반 원격 제어모듈 개발 (Web based control modules Using LonWorks/Ethernet Server for Control a large Scale Renewable Energy System in Building)

  • 홍원표
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2008년도 제39회 하계학술대회
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    • pp.1706-1711
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    • 2008
  • This paper proposes a new Web based-control concept & design method and implementation of LonWorks network system for a large scale renewable energy energy control and monitoring system in building. The Experimental LonWorks network system using LonWorks/Ethernet(Web) server is designed and fabricated. This article addresses issues in architecture of LonWorks/Ethernet sever, embedded processors architecture for converting LonTalks protocol to Modbus protocol and software, and Internet technologies. It is also verified that the multi-induction motor control and monitoring system using LonWorks/Ethernet server have available, interoperable, reliable performance characteristics from the experimental results, Especially, The seamless integration of TCP/IP networks with control networks allows access to any control point from anywhere. Thus, the results provide a available technical data for remote distributed control system of industrial and buildings field.

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규조토 및 실리카겔을 혼입한 시멘트 경화체의 열전도율 특성 (Thermal conductivity properties of cement matrix utilizing diatomite and silica gel)

  • 김기훈;편수정;이상수;송하영
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2018년도 춘계 학술논문 발표대회
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    • pp.230-231
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    • 2018
  • Recently, the danger for radioactive materials has become a hot topic. Beginning with the Chernobyl nuclear accident in 1996, in 2011, the Fukushima nuclear power plant in Japan suffered major damage such as large-scale casualties and radioactive dangerous area selection. Concerns about leakage of radioactive materials due to recent earthquakes have been deepening in Korea, such as Wolsong Nuclear Power Plant in Gyeongju, and there is a growing interest in the safety of radioactive materials through the media and the media. However, the route to exposure to radioactive materials is not limited to these large-scale nuclear accidents. Typical examples of this are radioactive substances exposed in daily life. In the case of radon gas, the danger is being revealed through current events programs and news, and natural radiation exposure is attracting attention.

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Implementing a Sustainable Decision-Making Environment - Cases for GIS, BIM, and Big Data Utilization -

  • Kim, Hwan-Yong
    • 한국BIM학회 논문집
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    • 제6권3호
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    • pp.24-33
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    • 2016
  • Planning occurs from day-to-day, small-scale decisions to large-scale infrastructure investment decisions. For that reason, various attempts have been made to appropriately assist decision-making process and its optimization. Lately, initiation of a large amount of data, also known as big data has received great attention from diverse disciplines because of versatility and adoptability in its use and possibility to generate new information. Accordingly, implementation of big data and other information management systems, such as geographic information systems (GIS) and building information modeling (BIM) have received enough attention to establish each of its own profession and other associated activities. In this extent, this study illustrates a series of big data implementation cases that can provide a lesson to urban planning domain. In specific, case studies analyze how data was used to extract the most optimized solution and what aspects could be helpful in relation to planning decisions. Also, important notions about GIS and its application in various urban cases are examined.

근접굴착시 건물 하부 지반의 거동 (Behavior of the Ground under a Building due to Adjacent Ground Excavation)

  • 이종민
    • 한국지반공학회논문집
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    • 제34권4호
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    • pp.49-55
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    • 2018
  • 근접굴착 시 지반변위를 억제하여 기존건물의 안정성을 확보하기 위해 굴착공사 중 흙막이벽체의 버팀대에 선행하중을 가하고 그 효과를 확인하였다. 선행하중을 가한 경우와 가하지 않은 경우에 대해서도 대형모형실험을 하였다. 지표면에 건물하중이 없는 경우와 건물하중이 있는 경우 각각 0m, 1D, 2D 에 대해 대형모형실험을 실시하였다. 본 연구에서는 모형실험에는 12m 폭의 기존건물을 축척 1:10으로 사용하였고, 폭 2m, 높이 6m, 길이 4m를 가진 대형토조에서 흙막이벽체와 인접건물의 거동에 대하여 실험을 수행하였다. 그 결과, 흙막이벽체의 버팀대에 선행하중을 작용시켜 흙막이벽체의 수평변위를 억제시켰을때 벽체배면 가상주동활동영역 내에 있는 인접건물의 안정성이 크게 향상되는 것을 확인하였다.

Engineering of Guangzhou International Finance Centre

  • Kwok, Michael;Lee, Alexis
    • 국제초고층학회논문집
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    • 제6권1호
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    • pp.49-72
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    • 2017
  • The Guangzhou International Finance Centre (IFC) is a landmark building that symbolizes the emerging international strength of Guangzhou, China's third largest city. It is also one of the dual iconic towers along the main axis of Guangzhou Zhujiang New Town. Arup adopted a total engineering approach in embracing sustainability and aiming at high efficiency solutions based on performance-based design principles covering structures, building services, fire engineering, vertical transportation, and façade performance to constitute an efficient and cost-effective overall building design. Through dynamic integration of architectural and engineering principles, Guangzhou IFC represents a pioneering supertall building in China. It adopts a diagrid exoskeleton structural form that is clearly expressed through the building's façade and gives the building its distinctive character. The aerodynamic shape of the building not only presents the aesthetic quality of elegant simplicity, but also reduces the effects of wind, thereby reducing the size and weight of the structure. State-of-the-art advanced engineering methods, such as optimization techniques and nonlinear finite element modelling, were applied in parallel with large-scale experimental programs to achieve an efficient and high-performance design taking into account the constructability and cost-effectiveness for a project of this scale.

Testing and finite element modeling of stressed skin diaphragms

  • Liu, Yang;Zhang, Qilin;Qian, Weijun
    • Steel and Composite Structures
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    • 제7권1호
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    • pp.35-52
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    • 2007
  • The cold formed light-gauge profiled steel sheeting can offer considerable shear resistance acting in the steel building frame. This paper conducted the full-scale test on the shear behavior of stressed skin diaphragm using profiled sheeting connected by the self-tapping screws. A three-dimensional finite element model that simulates the stressed skin diaphragm was developed. The sheet was modeled using thin element model while the supporting members were simulated using beam elements. Fasteners were represented in the numerical model as equivalent springs. A joint test program was conducted to characterize the properties of these springs and results were reported in this study. Finite element model of the full-scale test was analyzed by use of the ANSYS package, considering nonlinearity caused by the large deflection and slip of fasteners. The experimental data was compared with the results acquired by the EUR formulas and finite element analysis.