• 제목/요약/키워드: Building energy performance

검색결과 1,438건 처리시간 0.024초

Flexural behavior of reinforced concrete beams strengthened with an ultra-high performance concrete panel of various thicknesses

  • Seonhyeok Kim;Taegeon Kil;Sangmin Shin;Daeik Jang;H.N. Yoon;Jin-Ho Bae;Joonho Seo;Beomjoo Yang
    • Computers and Concrete
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    • 제32권5호
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    • pp.487-498
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    • 2023
  • The present study investigated the flexural behavior of reinforced concrete (RC) beams strengthened with an ultrahigh performance concrete (UHPC) panel having various thicknesses. Two fabrication methods were introduced in this study; one was the direct casting of UHPC onto the bottom surface of the RC beams (I-series), and the other was the attachment of a prefabricated UHPC panel using an adhesive (E-series). UHPC panels having thicknesses of 10, 30, 50, and 70 mm were applied to RC beams, and these specimens were subjected to four-point loading to assess the effect of the UHPC thickness on the flexural strengthening of RC beams. The test results indicated that the peak strength and initial stiffness were vastly enhanced with an increase in the thickness of the UHPC panel, showing an improved energy dissipation capacity. In particular, the peak strength of the E-series specimens was higher than that of I-series specimens, showing high compatibility between the RC beam and the UHPC panel. The experimental test results were comparatively explored with a discussion of numerical analysis. Numerical analysis results showed that the predictions are in fair agreement with experimental results.

연결 강판 형상에 따른 모듈러 유닛 간 접합부의 거동 비교 (Comparison of Behavior of Connections between Modular Units according to Shape of Connector Plates)

  • 이상섭;배규웅;박금성
    • 한국강구조학회 논문집
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    • 제28권6호
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    • pp.467-476
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    • 2016
  • 모듈러 건축물에서 모듈러 유닛 사이의 접합은 연결 강판을 이용하여 볼트 접합하는 것이 일반적이다. 건축물의 강도는 가장 약한 부분에 의해 결정되며, 접합부는 부재보다 약한 부분이 될 가능성이 있다. 따라서 모듈러 건축물의 안전성을 확인하기 위해 모듈 내부 기둥-보 접합부의 구조성능뿐 아니라 모듈러 유닛과 유닛 접합부의 구조성능도 평가되어야 한다. 이 연구에서는 각형강관 기둥과 ㄷ형강보가 사용된 모듈이 일자형 접합철물과 십자형 접합철물로 연결된 접합부의 거동을 KBC2009 0722.2.4에 따라 모듈의 폭 방향과 길이 방향에 대해 층간 변위각으로 반복 가력을 제어하는 실험을 통해 조사하였다. 실험결과 모든 실험체는 0.04rad 변위각까지 비교적 안적정인 거동을 보였고, 길이 방향 실험체의 결과가 에너지 흡수능력 면에서 좋은 거동을 보였다. 그러나 일자형 연결 강판이 십자형 연결 강판에 비해 변위각이 커질수록 강성이 저하하고, 기둥의 실제 변위각이 늘어나는 결과를 보였다.

선형절삭시험과 적외선 열화상 측정을 통한 픽커터 작용력과 발생 온도의 상관관계 분석 (Correlation Analysis of Cutter Acting Force and Temperature During the Linear Cutting Test Accompanied by Infrared Thermography)

  • 장수호;강태호;이철호;정호영;최순욱
    • 터널과지하공간
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    • 제33권6호
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    • pp.519-533
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    • 2023
  • 본 연구에서는 평균 압축강도가 100 MPa 이상인 암석에 대해 픽커터의 선형절삭시험을 실시하였고, 적외선 열화상 카메라를 통해 측정된 픽커터 절삭 시의 발생 온도와 커터 작용력과의 상관관계를 분석하였다. 모든 시험조건에서 최대 온도는 치핑이 발생하는 암석면에서 측정되었고, 암석에 발생한 온도는 픽커터의 작용력과 밀접한 상관관계를 나타내었다. 반면, 픽커터에 발생하는 온도는 대기 온도 대비 최대 36℃ 이내로 상승하였고 커터 작용력과의 상관관계도 뚜렷하지 않았다. 이는 실험실 조건의 짧은 절삭거리와 텅스텐 카바이드 삽입재의 높은 열전도 특성이 원인인 것으로 사료된다. 단, 픽커터의 주요 부위 중에 텅스텐 카바이드 삽입재에 상대적으로 높은 온도가 유지되는 것으로 나타나, 픽커터 절삭 성능의 유지를 위해서는 삽입재와 헤드부 사이에 보강을 실시하거나 픽커터 제작 시에 은납 공정의 품질을 향상시키는 것이 필요할 것으로 판단된다.

SRC기둥-H형단면과 U형단면으로 구성된 합성보 접합부의 반복가력실험 (Cyclic Loading Test on Connection of SRC Column-Composite Beam Consisting of H-Section and U-Section Members)

  • 김영주;배재훈;안태상;김진원;유홍식
    • 한국강구조학회 논문집
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    • 제26권4호
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    • pp.263-275
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    • 2014
  • 본 연구에서는 SRC 기둥-H형단면과 U형단면으로 구성된 합성보 접합부에 관해서 반복가력실험을 실시하였다. 합성보에 관한 핵심요소는 H형단면과 U형단면 간 용접접합부의 구조적 성능이다. 이 두 부재 접합부의 성능을 향상시키기 위해서는 수직스티프너와 사다리꼴 스티프너가 필요하다. 접합부의 반복적인 성능을 평가하기 위해서 5개의 실대형 실험체를 계획하였으며, 실험변수는 H형단면의 크기($H-500{\times}200{\times}10{\times}16$, $H-600{\times}200{\times}11{\times}17$), 스티프너와 상부근의 유무 및 용접접근공(WAH)의 유무 등이다. 실험결과, H-500 시리즈 및 H-600 시리즈 보가 있는 실험체의 회전각은 각각 4%와 3%로 나타났으며, 이는 특수모멘트골조와 중간모멘트골조에 요구되는 값이다. 실험결과는 스티프너와 상부근이 있는 실험체의 변형능력이 그렇지 않은 실험체에 비해서 우수한 결과를 보였다. 끝으로, 실험체의 에너지소산능력과 변형도 분포를 요약하였다.

설비공학 분야의 최근 연구 동향 : 2007년 학회지 논문에 대한 종합적 고찰 (Recent Progress in Air Conditioning and Refrigeration Research : A Review of Papers Published in the Korean Journal of Air-Conditioning and Refrigeration Engineering in 2007)

  • 한화택;신동신;최창호;이대영;김서영;권용일
    • 설비공학논문집
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    • 제20권12호
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    • pp.844-861
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    • 2008
  • The papers published in the Korean Journal of Air-Conditioning and Refrigeration Engineering during the year of 2007 have been reviewed. Focus has been put on current status of research in the aspect of heating, cooling, ventilation, sanitation and building environments. The conclusions are as follows. (1) The research trends of fluid engineering have been surveyed as groups of general fluid flow, fluid machinery and piping, etc. New research topics include micro nano fluid, micropump and fuel cell. Traditional CFD was still popular and widely used in research and development. Studies about fans and pumps were performed in the field of fluid machinery. Characteristics of flow and fin shape optimization are studied in the field of piping system. (2) The research works on heat transfer have been reviewed in the field of heat transfer characteristics, heat exchangers, and desiccant cooling systems. The research on heat transfer characteristics includes thermal transport in pulse tubes, high temperature superconductors, ground heat exchangers, fuel cell stacks and ice slurry systems. For the heat 'exchangers, the research on pin-tube heat exchanger, plate heat exchanger, condensers and gas coolers has been cordially implemented. The research works on heat transfer augmenting tubes have been also reported. For the desiccant cooling systems, the studies on the design and operating conditions for desiccant rotors as well as performance index are noticeable. (3) In the field of refrigeration, many papers were presented on the air conditioning system using CO2 as a refrigerant. The issues on the two-stage compression, the oil selection, and the appropriate oil charge were treated. The subjects of alternative refrigerants were also studied steadily. Hydrocarbons, DME and their mixtures were considered and various heat transfer correlations were proposed. (4) Research papers have been reviewed in the field of building facilities by grouping into the researches on heat and cold sources, air conditioning and air cleaning, ventilation and fire research including tunnel ventilation, flow control of piping system, and sound research with drain system. Main focuses have been addressed to the promotion of efficient or effective use of energy, which helps to save energy and results in reduced environmental pollution and operating cost. (5) Studies were mostly focused on analyzing the indoor environment in various spaces like cars, old tombs, machine rooms, and etc. in an architectural environmental field. Moreover, subjects of various fields such as the evaluation of noise, thermal environment, indoor air quality and development of energy analysis program were researched by various methods of survey, simulation, and field experiment.

차세대 내진 설계 규준을 위한 계수 결정 방법 (Method of Determination of Seismic Design Parameters for the Next Generation of Design Provisions)

  • 한상환;이리형
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1995년도 봄 학술발표회 논문집
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    • pp.88-96
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    • 1995
  • Seismic design provisions in Korea has developed based on seismic provisions in United States (e.g., ATC 3-06). Current seismic design provisions in U .S. is moving toward adopting enhanced concept for design. Federal Emergence Management Agency (FEMA) Provides the NEHRP recommended Provisions for the Development of Seismic Regulations for New Buildings which can be used as a source document for use by any interested members of the building community. Current seismic design provisions in U .S. generally use a uni-level force. These provisions can not be satisfied if the limit state design is concerned. Limit state can be defined as a state causing undesirable performance o( a structure (e .g., serviceability, ultimate, buckling, etc.). Even if there are provision for controlling drift by two levels, it is still difficult to satisfy limit states using uni-level force. Architectural Institute of Japan (AIJ) uses a hi-level forces Int seismic loadings which can satisfy serviceability and ultimate limit state. However, the seismic parameters used in AIJ guideline are basically determined by subjective manner of code committee member and professions. These parameters need to be determined based on target quantities (target reliability, target energy dissipation, target displacement, target stress level, etc.). This study develops the method to determine the sesmic design parameters based on a certain taget level. Reliability is used as a target level and load factors in ANSI/ASCE 7-88 are selected as design parameters to be determined.

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Publish/Subscribe Protocol in Wireless Sensor Networks: Improved Reliability and Timeliness

  • Davis, Ernesto Garcia;Auge, Anna Calveras
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제12권4호
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    • pp.1527-1552
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    • 2018
  • The rapidly-evolving demand of applications using wireless sensor networks in several areas such as building and industrial automation or smart cities, among other, makes it necessary to determine and provide QoS support mechanisms which can satisfy the requirements of applications. In this paper we propose a mechanism that establishes different QoS levels, based on Publish/Subscribe model for wireless networks to meet application requirements, to provide reliable delivery of packet and timeliness. The first level delivers packets in a best effort way. The second one intends to provide reliable packet delivery with a novel approach for Retransmission Timeout (RTO) calculation, which adjusts the RTO depending on the subscriber Packet Delivery Ratio (PDR). The third one provides the same reliable packet delivery as the second one, but in addition, it provides data aggregation trying to be efficient in terms of energy consumption and the use of network bandwidth. The last one provides timeliness in the packet delivery. We evaluate each QoS Level with several performance metrics such as PDR, Message Delivery Ratio, Duplicated and Retransmitted Packet Ratio and Packet Timeliness Ratio to demonstrate that our proposal provides significant improvements based on the increase of the PDR obtained.

한지(韓紙)의 환기성능에 관한 실험적 연구 (The Experimental Study on the Efficiency of Ventilation of Korean Paper (Hanji))

  • 이종원;임정명
    • 설비공학논문집
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    • 제16권5호
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    • pp.482-489
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    • 2004
  • The purpose of this study is to reevaluate the performance of Hanji as a architectural material. Recent studies report that one of the causes of the Sick-HouseㆍSick-Building Syndrome is due to the contaminants from interior materials and the lack of ventilation. In this study, the properties of Hanji are investigated. The major focuses of this research are (1) how efficient the Hanji is for ventilation of the house and (2) whether the usage of Hanji brings required ventilation volume to the house. According to the test results, differential pressure in the air and the amount of ventilation showed linear relationship. Test results differ from various kinds of Hanji. Since houses usually have double window system, Hanji can be used to the windows system, especially for inner part of double window system. It is suggested that the combination of Hanji windows for the inner part and glass windows for outer part is very effective, and offers a solution to improvement of indoor air quality and the lack of ventilation with passive ventilation that has less energy consumption.

Seismic behavior of reinforced concrete exterior beam-column joints strengthened by ferrocement composites

  • Li, Bo;Lam, Eddie Siu-shu;Wu, Bo;Wang, Ya-yong
    • Earthquakes and Structures
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    • 제9권1호
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    • pp.233-256
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    • 2015
  • This paper presents an experimental study to assess the effectiveness of using ferrocement to strengthen deficient beam-column joints. Ferrocement is proposed to protect the joint region through replacing concrete cover. Six exterior beam-column joints, including two control specimens and four strengthened specimens, are prepared and tested under constant axial load and quasi-static cyclic loading. Two levels of axial load on column (0.2fc'Ag and 0.4fc'Ag) and two types of skeletal reinforcements in ferrocement (grid reinforcements and diagonal reinforcements) are considered as test variables. Experimental results have indicated that ferrocement as a composite material can enhance the seismic performance of deficient beam-column joints in terms of peak horizontal load, energy dissipation, stiffness and joint shear strength. Shear distortions within the joints are significantly reduced for the strengthened specimens. High axial load (0.4fc'Ag) has a detrimental effect on peak horizontal load for both control and ferrocement-strengthened specimens. Specimens strengthened by ferrocement with two types of skeletal reinforcements perform similarly. Finally, a method is proposed to predict shear strength of beam-column joints strengthened by ferrocement.

Standards of architectural design for the ecological certification of the rural settlements

  • Kavas, Kemal Reha;Danaci, Hacer Mutlu;Cal, Isa
    • Advances in Energy Research
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    • 제7권1호
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    • pp.53-66
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    • 2020
  • Before the industrial revolution architecture has been shaped by the natural and cultural inputs. Local constraints become more effective determinants of architecture in the rural contexts because by being disengaged from the webs of transportation and communication, rural settlements have achieved sustainability in difficult conditions. The examples of rural settlement and architecture have provided sustainability through integration with natural inputs within the geographical context because they have reached the goals of ecological design within the local constraints. Although this feature of the rural cultural landscapes has been emphasized frequently, tangible standards could not be developed in order to interpret their ecological design principles from the perspectives of the contemporary building sector and planning. However, the historical experience indicates that the sustenance of ecological performance can be possible as a result of integrated planning at the overall scale of the settlement. Therefore, the existing standards are not qualified for interpreting the rural contexts. This study develops a method for analysing, interpreting and evaluating traditional rural settlements and certifying new implementations in the rural environments in the light of the given literature review, discussion and methodological proposal.