• 한국조경학회지
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• 제42권1호
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• pp.41-49
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• 2014

본 연구는 미국 샌프란시스코시 수목 음영이 개별 건물 지붕 및 옥상에 입사되는 태양에너지 잠재량에 미치는 영향을 LiDAR를 이용한 고해상도 3차원 수치모델을 이용하여 공간적으로 정량화하였다. 최근 분산형 태양광 발전이 기후변화 대응에 중요한 부분으로 주목받고 있으나, 이러한 도심 태양광 발전은 주변부의 지형, 건물, 지붕모양, 수목 등의 음영에 의해 발전량이 제한되는 특성이 있다. 특히 건물 주변의 수목의 경우 도시열섬현상의 저감, 냉난방 에너지 수요량의 절감 등의 순기능과 태양광 발전량 감소의 역기능을 동시에 가지고 있어 두 가지 효용의 상충을 최소화하기 위해 해당 위치에 대한 공간적 분석이 요구된다. 샌프란시스코시 전체 건물 지붕면적의 태양에너지 총량은 년간 18,326,671 MWh으로, 수목의 음영에 의한 감소량은 326,406 MWh로 총량의 1.78%에 해당하였다. 건물지붕의 단위 면적당 일조량은 $34.4kWh/m^2/year$에서 $1,348.4kWh/m^2/year$ 범위로 산출되었다. 본 연구를 통해 도심 수목에 의한 건물별 일조에너지 감소량의 공간자료가 구축되었으며, 개별 건물지붕에 일조량의 변이를 주변 수목의 밀도, 평균수고, 수고의 분산값을 이용한 회귀모델을 통해 설명하였다. 본 연구는 도심수목의 환경적 순기능을 유지함과 동시에 태양광 발전 감소량의 최소화 할 수 있는 방법을 제공함으로써 지속가능한 도시를 구축하는데 기여할 것으로 기대된다.

• 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.

• IEIE Transactions on Smart Processing and Computing
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• 제1권1호
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• pp.34-49
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• 2012

Recently, the smart grid (SG) has been introduced to solve the serious network issues caused by the increasing electrical demand and the complex nonlinear nature of the electric power distribution network. The SG, regarded as the next generation power grid, can transmit power in more efficient ways by building an automatic and distributed energy delivery network. In this paper, we first assess how various existing networking technologies, such as IEEE 802.11 (WiFi) and IEEE 802.15.4 (ZigBee), meet the requirements of the SG communication protocols. Specifically, we classify the existing network protocols into three categories: WSN-based networking, WiFi-based networking, and wireline-based networking. We then survey the security issues regarding the SG. Finally, we propose an agile SG networking architecture and show the effectiveness of different adopted networking technologies and, as a result, present a candidate solution to implement agile networking in SGs.

• 설비공학논문집
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• 제11권3호
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• pp.301-312
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• 1999

Experiments were carried out to evaluate performance of the cold air distribution systems with an ice storage tank in test room. Cold air distribution systems provide primary air for comfort conditioning or process cooling at coil discharge temperatures$4^{\circ}C$ to$11^{\circ}C$. The application of a cold air distribution system allows for the downsizing of air distribution equipment and central plant equipment when ice storage tank is used. The benefit of a cold air distribution system include a decrease in the floor-to-floor height, increase floor space, reduced building capital costs, reduced energy use and demand. The use of cold air distribution can result in the most cost effective system and is currently being implemented world wise as the new standard in air conditioning systems. In this study, the cold air distribution system is compared with the general ice storage system. Under the same cooling load conditions, experimental results show that the supply air volume of cold air distribution system decrease 38%, and decrease 45% flow rate of brine for the general ice storage system.

• 한국지진공학회논문집
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• 제18권4호
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• pp.181-191
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• 2014

This research presents the nonlinear analysis model for reinforced concrete shear wall systems with special boundary elements as proposed by the Korean Building Code (KBC, 2009). In order to verify the analysis model, analytical results were compared with the experimental results obtained from previous studies. Established analytical model was used to perform nonlinear static and dynamic analyses. Analytical results showed that the semi-special shear wall improved significantly the performance in terms of ductility and energy dissipation as expected based on previous test results. Furthermore, nonlinear incremental dynamic analysis was performed using 20 ground motions. Based on computer analytical results, the ordinary shear wall, special shear wall and newly proposed semi-special shear wall systems were evaluated based on the methods in FEMA P965. The results based on the probabilistic approaches accounting for inherent uncertainties showed that the semi-special shear wall systems provide a high capacity/demand (ACMR) ratio owing to their details, which provide enough capacity to sustain large inelastic deformations.

• 한국건축시공학회지
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• 제14권4호
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• pp.350-358
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• 2014

공동주택의 구조형식이 기둥식 구조로 이행되면서 경량벽체의 수요가 증가하고 있다. 경량벽체는 구조적 안전을 위해 소정의 내충격성을 확보할 필요가 있다. 본 연구에서는 질량과 형상이 다른 경질 충격체 7종류와 일상적으로 벽체에 충격하중을 가하는 단단한 물체 5종류를 대상으로 하중해석 실험을 실시하였다. 충격에너지가 같아도 추의 질량이 다르면 하중의 크기가 최대 2배 이상 차이가 난다는 것을 실험적으로 규명하였다. 또한 경질 충격체의 하중과 실제 물체의 하중을 비교 분석하여 경량벽체의 재료설계를 위한 기초적 자료로서 제시하였다.

• Smart Structures and Systems
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• 제21권4호
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• pp.479-491
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• 2018

Shape memory alloys (SMA) exhibit superelasticity which refers to the capability of entirely recovering large deformation upon removal of applied forces and dissipating input energy during the cyclic loading reversals when the environment is above the austenite finish temperature. This property is increasingly favored by the earthquake engineering community, which is currently developing resilient structures with prompt recovery and affordable repair cost after earthquakes. Compared with the other SMAs, NiTi SMAs are widely deemed as the most promising candidate in earthquake engineering. This paper contributes to evaluate the seismic performance of properly designed concentrically braced frames (CBFs) equipped with NiTi SMA braces under earthquake ground motions corresponding to frequently-occurred, design-basis and maximum-considered earthquakes. An ad hoc seismic design approach that was previously developed for structures with idealized SMAs was introduced to size the building members, by explicitly considering the strain hardening characteristics of NiTi SMA particularly. The design procedure was conducted to compliant with a suite of ground motions associated with the hazard level of design-basis earthquake. A total of four six-story CBFs were designed by setting different ductility demands for SMA braces while designating with a same interstory drift target for the structural systems. The analytical results show that all the designed frames successfully met the prescribed seismic performance objectives, including targeted maximum interstory drift, uniform deformation demand over building height, eliminated residual deformation, controlled floor acceleration, and slight damage in the main frame. In addition, this study indicates that the strain hardening behavior does not necessarily impose undesirable impact on the global seismic performance of CBFs with SMA braces.

• 터널과지하공간
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• 제2권1호
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• pp.95-101
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• 1992

Norwegian technology related to preinvestigations, planning, design and construction of large underground caverns is wellknown worldwide. However, so far this technology is only slightly verified through scientiffic reports and documentation. The "Rock cavern stadium" research program is an interdisciplinary program related to the ongoing building and future use of Gjovik Olympic Subsite which is the largest cavern in the world for public purposes with a span of 61 meters and a height of 25 meters. The estimated budget for this program is about USD 4 million which is made possible through grants from The Royal Norwegian Council for Scientific and Industrial Research as well as through contributions from Norwegian and Swedish companies that are participating. The program is carried out in collaboration with The Foundation for Scientific and Industrial Research at the Norwegian Institute of Technology. The Norwegian Geotechnical Institute and The Eastern Norway Research Center. The research program will continue until the end of 1994 to ensure that input comes from a full period of use in this stadium with different activities like exhibitions, conferences, concerts etc being included as verification through full-scale measurements and observations. The research program has five subtasks. Three of these are related to subjects like Energy consumption. HVAC installations. Fire safety design, Engineering geology and Rock mechanics, Environmental aspects. The fourth subtask is concerned with the collection of basic data, results and experience from these three subtasks to provide a basis for national Norwegian guidelines related to this interdisciplinary subject area. The guidelines will first be presented as a manual for planning and engineering purposes. The realization of this research program is a unique opportunity to enhance the expertise that has been acquired from this cavern stadium. By involving research in this extraordinary project from the excavation and building phase to its subsequent use. this will give the participants know-how and expertise which is very much in demand internationally. The coordination of the international activities between the participants as well as preparation of participations and presentations in international conferences and symposium are included in the fifth task of this national research program.

• 한국인터넷방송통신학회논문지
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• 제14권6호
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• pp.119-123
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• 2014

본 연구에서는 익일부하예측 기능을 갖는 빌딩에너지관리시스템을 제시한다. 기존의 빌딩에너지 관리시스템은 빌딩내의 다양한 인프라를 이용하여 에너지를 감시 한다 그러나 이러한 시스템을 구현하기 위해서는 많은 인프라 구축비용이 소요 되어, 에너지 절감을 위한 인프라 구축비용과 실제 절감된 전기 요금을 비교 할 경우, 에너지 절감을 위해 투자한 비용을 전기 요금 절약으로 회수하는데 수년이 걸리고, 또한 인프라 설비 유지 보수를 고려할 경우, 결과적으로 에너지 절약 효과가 미비하다. 따라서 본 연구에서는 보다 저렴하고 합리적인 방법으로 빌딩의 에너지 소비를 억제할 수 있도록, 기상청데이터와 한전의 ISmart 데이터를 기반으로 데이터마이닝기법을 이용하여 빌딩의 익일 부하 사용량을 예측하고 이를 기반으로 빌딩 부하의 On/Off를 수행하도록 빌딩에너지관리시스템을 구현함으로써 상대적으로 저렴한 비용으로 빌딩에너지 사용의 합리화를 이루도록 하였다.

• 한국터널지하공간학회 논문집
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• 제17권6호
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• pp.665-674
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• 2015

TSL(Thin Spray-on Liner)는 폴리머로 구성된 재료로 기존 시멘트계 숏크리트에 비해 높은 조기 강도와 시공성, 방수기능이 특징이다. TSL이 숏크리트에 비해 가장 큰 차이점은 재료의 인장력과 점착력으로 하중을 지지하는 것이다. 최근 TSL의 우수한 특성으로 인해 TSL에 대한 수요가 늘어나고 있으나 아직까지 국내에 TSL의 재료적 특성이나 평가방법이 잘 알려지지 않았다. 본 연구에서는 TSL의 특성 중 접촉면의 거동을 실내시험과 수치해석 방법을 사용하여 분석하였다. 해석결과 TSL과 암석 모델 사이의 접촉면에 점착모델과 손상 기준을 함께 적용하여 TSL의 접촉 거동을 적절히 모사할 수 있었다. 또한 접촉면의 강성이 TSL 접촉면의 초기 하중-변위 관계를 설명하여 손상 에너지가 접촉면의 수렴 수준을 결정하였다.