• Title/Summary/Keyword: hybrid building system

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균열대응성을 보유한 유·무기 복합 하이브리드 바닥 접착시스템 연구 (A Study on the Hybrid Floor Adhesive System with Crack Resistance)

  • 고효진;김래환;김용로
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 봄 학술논문 발표대회
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    • pp.171-172
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    • 2023
  • In order to reduce crack defects caused by the behavior of concrete during floor tile construction, this paper introduced a hybrid floor adhesion system that first constructs an organic adhesive with crack correspondence and attaches tiles with inorganic mortar.

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대형 Community 건물의 연료전지 구동 복합열원 하이브리드 히트펌프 냉.난방 시스템 성능 해석 (The Study on the Performance of the Fuel Cell Driven Compound Source Hybrid Heat Pump Heating and Cooling System to Large Community Building)

  • 변재기;정동화;최영돈
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2007년도 동계학술발표대회 논문집
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    • pp.82-87
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    • 2007
  • In the present study, the simulation on the annual performance evaluation of a renewable energy systems with fuel cell driven compound source hybrid heat pump systems is applied to the heating and cooling of large community building. The large community building has the economical advantage to apply heat pump cooling and heating systems the long period operation. If air and ground source hybrid heat pump systems are combined, COP of the system can be increased largely. Fuel cell driven compound source hybrid heat pump system can reduced the fuel cost as well as thermal storage tank sharply.

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Shear Performance of Hybrid Post and Beam Wall System Infilled with Structural Insulation Panel (SIP)

  • Shim, Kug-Bo;Hwang, Kweon-Hwan;Park, Joo-Saeng;Park, Moon-Jae
    • Journal of the Korean Wood Science and Technology
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    • 제38권5호
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    • pp.405-413
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    • 2010
  • A hybrid post and beam shear wall system with structural insulation panel (SIP) infill was developed as a part of a green home 'Han-green' project through post and beam construction for contemporary life style. This project is on-going at the Korea Forest Research Institute to develop a new building system which improves Korean traditional wet-type building system and stimulates industrialized wood construction practice with pre-cut system. Compared to the traditional wet-type infill wall components, the hybrid wall system has benefits, such as, higher structural capacity, better thermal insulation performance, and shorter construction term due to the dry-type construction. To build up the hybrid wall system, in previous, SIP infill wall components can be manufactured at factory, and then inserted and nailed with helically threaded nails into the post and beam members at site. Shear performance of the hybrid wall system was evaluated through horizontal shear tests. The SIP hybrid wall system showed higher maximum shear strength, initial stiffness, ductility, yield strength, specified strength, and the specified allowable strength than those of post and beam with light-frame wall system. In addition to this, the hybrid wall system can provide speedy construction and structural and functional advantages including energy efficiency in the building system.

Experimental studies into a new type of hybrid outrigger system with metal dampers

  • Wang, A.J.
    • Structural Engineering and Mechanics
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    • 제64권2호
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    • pp.183-194
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    • 2017
  • This paper presents the experimental investigation into a new type of steel-concrete hybrid outrigger system developed for the high-rise building structure. The steel truss is embedded into the reinforced concrete outrigger wall, and both the steel truss and concrete outrigger wall work compositely to enhance the overall structural performance of the tower structures under extreme loads. Meanwhile, metal dampers of low-yield steel material were also adopted as a 'fuse' device between the hybrid outrigger and the column. The damper is engineered to be 'scarified' and yielded first under moderate to severe earthquakes in order to protect the structural integrity of important structural components of the hybrid outrigger system. As such, not brittle failure is likely to happen due to the severe cracking in the concrete outrigger wall. A comprehensive experimental research program was conducted into the structural performance of this new type of hybrid outrigger system. Studies on both the key component and overall system tests were conducted, which reveal the detailed structural response under various levels of applied static and cyclic loads. It was demonstrated that both the steel bracing and concrete outrigger wall are able to work compositely with the low-yield steel damper and exhibits both good load carrying capacities and energy dispersing performance through the test program. It has the potential to be applied and enhance the overall structural performance of the high-rise structures over 300 m under extreme levels of loads.

A Multiagent-Based Hybrid Power Control and Management of Distributed Power Sources

  • Yoon, Gi-Gab;Hong, Won-Pyo;Lee, Ki-Hong
    • 조명전기설비학회논문지
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    • 제25권8호
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    • pp.70-81
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    • 2011
  • In this paper, a multi-agent control system for DC-coupled photovoltaic (PV), fuel cell (FC), ultracapacitor(UC) and battery hybrid power system is studied for commercial buildings & apartment buildings microgrid. In this proposed system, the PV system provides electric energy to the electrolyzer to produce hydrogen for future use and transfer to the load side, if possible. Whenever the PV system cannot completely meet load demands, the FC system provides power to meet the remaining load. A multi-agent system based-power management and control algorithm is proposed for the hybrid power system by taking into account the characteristics of each power source. The main works of this paper are hybridization of alternate energy sources with FC systems using long and short storage strategies to build the multi-agent control system with pragmatic design, and a dynamic model proposed for a PV/FC/UC/battery bank hybrid power generation system. A dynamic simulation model for the hybrid power system has been developed using Matlab/Simulink, SimPowerSystems and Stateflow. Simulation results are also presented to demonstrate the effectiveness of the proposed multi-agent control and management system for building microgrid.

벤투리 효과를 활용한 도심형 건물용 하이브리드 풍력 및 태양광 발전 시스템 기초타당성 예비연구 (Preliminary Feasibility Study on Wind and Solar Hybrid Power Systems based on Venturi Effects for Buildings)

  • 김수현;김윤수;박수민;안지현;이상훈
    • 신재생에너지
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    • 제19권1호
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    • pp.22-30
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    • 2023
  • Recently, the use of renewable energy has been increasing to achieve carbon neutrality. The concept of a zero-energy building is also attracting attention. In this study, a preliminary study was conducted to analyze the feasibility of a hybrid wind and solar power generation system between buildings that utilize the building wind generated by the Venturi effect. For this purpose, the wind speed and sunshine hours were monitored in the area where the building wind blows by the Venturi effect, and the power generation depending on system types, areas, and season was estimated. Consequently, the wind power generation system showed a larger amount of power per area than solar power. The wind power systems can generate larger power if wind power blades are installed along the height of the building. As a preliminary study, this study verified the feasibility of the system utilizing building wind and suggested follow-up studies.

Intelligent hybrid controlled structures with soil-structure interaction

  • Zhang, X.Z.;Cheng, F.Y.;Lou, M.L.
    • Structural Engineering and Mechanics
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    • 제17권3_4호
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    • pp.573-591
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    • 2004
  • A hybrid control system is presented for seismic-resistant building structures with and without soil-structure interaction (SSI). The hybrid control is a damper-actuator-bracing control system composed of passive and active controllers. An intelligent algorithm is developed for the hybrid system, in which the passive damper is designed for minor and moderate earthquakes and the active control is designed to activate when the structural response is greater than a given threshold quantity. Thus, the external energy for active controller can be optimally utilized. In the control of a multistory building, the controller placement is determined by evaluating the optimal location index (OLI) calculated from six earthquake sources. In the study, the soil-structure interaction is considered both in frequency domain and time domain analyses. It is found that the interaction can significantly affect the control effectiveness. In the hybrid control algorithm with intelligent strategy, the working stages of passive and active controllers can be different for a building with and without considering SSI. Thus SSI is essential to be included in predicting the response history of a controlled structure.

빌딩마이크로그리드시스템용 하이브리드에너지시스템 전력제어 및 운영 (Power control and operation of Hybrid Energy System for Building Micro-Grid)

  • 조재훈;홍원표
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2009년도 추계학술대회 논문집
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    • pp.37-41
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    • 2009
  • In this paper, we propose to research the possibility of using a photovoltaic system and supercapacitor combined with a high speed microturbine. This hybrid energy system work as atand-alone mode or grid-connected mode as it will be a part of building micro-grid. Simple dynamic models of photovoltaic, microturbine systems and supercapacitor banks are proposed. their models are developed by Matlab/Simulink tool. Two important results are carried out to find power control effectiveness in case of with supercapacitor bank and without one. At least, simulation results show the effectiveness on the power control at AC busbar of hybrid energy system as building micro-grid system.

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병원건물의 스마트그리드시스템의 에너지절약평가 및 경제성분석 (Economic Analysis and Energy Saving Evaluation for Smart Grid System of Hospital Building)

  • 홍원표
    • 조명전기설비학회논문지
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    • 제24권4호
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    • pp.129-139
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    • 2010
  • 본 논문은 대형 병원 건물에 신재생에너지 및 열병합시스템을 설치하였을 경우 에너지 성능해석 및 경제성평가를 도출한 것이다. 태양광, 태양열, 지열, 마이크로터빈 및 마이크로터빈과 지열을 복합한 하이브리드 에너지시스템에 대하여 각각 분석하였다. 분석결과 지열 및 마이크로터빈 시스템이 비교적 양호한 결과를 얻었으며 특히 하이브리드시스템으로 운전하는 경우 병동부의 냉난방공급이 가능하고 경제성평가에서도 매우 좋은 결과를 나타냈다. 이는 빌딩 스마트 그리드시스템의 에너지해석 및 경제성평가 방법을 통한 시스템 구축에 필수적인 자료 활용할 수 있다.

Energy based design of a novel timber-steel building

  • Goertz, Caleb;Mollaioli, Fabrizio;Tesfamariam, Solomon
    • Earthquakes and Structures
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    • 제15권4호
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    • pp.351-360
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    • 2018
  • Energy-based methodology is utilized to design novel timber-steel hybrid core wall system. The timber-steel core wall system consists of cross laminated timber (CLT), steel columns, angled brackets and t-stub connections. The CLT wall panels are stiff and strong, and ductility is provided through the steel t-stub connections. The structural system was modelled in SAP2000 finite element program. The hybrid system is explained in detail and validated using first principles. To evaluate performance of the hybrid core system, a 7-story building was designed using both forced-based design and energy based design (EBD) approaches. Performance of the structure was evaluated using 10 earthquakes records selected for 2500 return period and seismicity of Vancouver. The results clearly served as a good example of the benefits of EBD compared to conventional forced based design approaches.