• 한국정보통신설비학회:학술대회논문집
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• 한국정보통신설비학회 2009년도 정보통신설비 학술대회
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• pp.219-220
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• 2009

Many surveillance cameras used in security system are controlled with RS-485 communication protocol. In this situation, if RS-485 connection can be replaced with wireless connection using sensor network technology, an installation will become ease because of no wired connection and also a deployment of cameras will become free. This paper explains about the design of wireless sensor node and the necessary implementation for an operation, which can be replacing RS-485 connection for the development of CCTV control system based on wireless sensor network. The hardware platform of sensor node was designed based on MicaZ and the software was developed based on TinyOS. To control surveillance cameras deployed on wide area, the supporting of multi-hop also was implemented. With the result of experiment deploying on real environment, it was revealed that the controller could control cameras quickly with wireless.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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• pp.29-32
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• 2009

Building foundations for Top-Down construction require a special setting, because the foundations have to be placed way before excavation for the substructure of main building, Usually, the foundation goes into the layer of rock and it is often called rock-pier foundation, Currently, a cage of steel reinforcing bars is inserted to the pre-excavated hole in the rock layer, hanging down from the wide flange steel column above. This paper presents a new method for connecting the prefounded column and the steel cage with a coupler for better connection between the two, The use of a circular Concrete Filled Tube (CFT) as a prefounded column makes it possible to have this type of connection. The details of the connection and application to a Top-Down construction site is also included in this paper.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.808-813
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• 2009

Top-down method is widely used for urban area construction for its advantages in reducing environmental problems such as dust and noise, and saving construction cost depending on given conditions of a construction site. Because the excavation and construction of super- and sub-structures of the building have to be proceeded simultaneously, a column has to be embedded prior to excavation. This column is called a pillar column or pre-founded column. Usually a wide flange section is used for these columns. To place the columns, usually the diameter of casing holes needs to be larger than the section of the wide flange itself in order to accommodate a couple of tremie pipes for pouring concrete. In this paper, a newly developed method of using circular pipe as an alternative to the existing wide flange section is discussed. The crucial part of the new method is to develop a connection between the circular column and concrete flat slabs. For shear force transfer from concrete slab to the concrete filled tube (CFT) column, shear jackets with studs and shear bands are proposed. The studs are welded on the jackets at shop and placed around the circular column on site. The shear bands are welded on the outer side of the CFT at shop and inserted into ground with the CFT. Test results and application of the method to a construction site are also provided in this paper.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1987년도 전기.전자공학 학술대회 논문집(II)
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• pp.958-961
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• 1987

Four computational algorithms are discussed and compared which calculate the blocking probabilities in the multi-slot connection traffic for the wide-band services. The computational complexity and time can be significantly reduced, and the overflow and underflow problem can be circumvented as well, by a newly proposed algorithm, the last one.

• Journal of Communications and Networks
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• 제4권3호
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• pp.161-169
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• 2002

Ad hoc wireless networks involving large populations of scattered communication nodes will play a key role in the development of low power, high capacity, interactive, multimedia communication networks. Such networks must support arbitrary network connections and provide coverage anywhere and anytime. This paper partitions such arbitrarily connected network architectures into three distinct groups, identifies the associated dual network architectures and counts the number of network architectures assuming there exist N network nodes. Connectivity between network nodes is characterized as a random event. Defining the link availability P as the probability that two arbitrary network nodes in an ad hoc network are directly connected, the network connection probability $ \integral_n$(p) that any two network nodes will be directly or indirectly connected is derived. The network connection probability $ \integral_n$(p) is evaluated and graphically demonstrated as a function of p and N. It is shown that ad hoc wireless networks containing a large number of network nodes possesses the same network connectivity performance as does a fixed network, i.e., for p>0, $lim_{N\to\infty} Integral_n(p)$ = 1. Furthermore, by cooperating with fixed networks, the ad hoc network connection probability is used to derive the global network connection probability for hybrid networks. These probabilities serve to characterize network connectivity performance for users of wireless ad hoc and hybrid networks, e.g., IEEE 802.11, IEEE 802.15, IEEE 1394-95, ETSI BRAN HIPERLAN, Bluetooth, wireless ATM and the world wide web (WWW).

• 한국전자파학회논문지
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• 제20권2호
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• pp.154-160
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• 2009

본 논문은 칩과 안테나 사이의 연결부 보호를 위한 RFID 태그 안테나의 광대역 설계에 대해서 기술한다. 제안된 태그 안테나의 크기, 공진 주파수 그리고 대역폭은 각각 $53{\times}10{\times}1\;mm$, 900 MHz이고, -10 dB 이하에서 800 MHz($500{\sim}1,200\;MHz$)이다. 폴리에틸렌, 유리 그리고 실리콘과 같은 다른 비유전율을 가지는 유전체 매질들이 제안된 안테나와 칩의 연결부 보호를 위해 전체 하우징과 부분 하우징으로 적용되었다. 측정된 반사 손실과 방사 패턴은 계산 결과와 비교하여 잘 일치하였다. 하우징을 하지 않은 제안된 태그 안테나의 인식거리와 3 mm 두께를 가진 실리콘에 의해 전체적으로 하우징된 태그 안테나의 인식거리는 각각 약 5 m와 4 m로 관측되었다.

• Journal of Power Electronics
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• 제16권4호
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• pp.1455-1468
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• 2016

This paper presents a grid-connected dual stator-winding induction generator (DWIG) wind power system suitable for wide wind speed ranges. The parallel connection via a unidirectional diode between dc buses of both stator-winding sides is employed in this DWIG system, which can output a high dc voltage over wide wind speed ranges. Grid-connected inverters (GCIs) do not require booster converters; hence, the efficiency of wind energy utilization increases, and the hardware topology and control strategy of GCIs are simplified. In view of the particularities of the parallel topology and the adopted generator control strategy, we propose a novel excitation-capacitor optimization solution to reduce the volume and weight of the static excitation controller. When this excitation-capacitor optimization is carried out, the maximum power tracking problem is also considered. All the problems are resolved with the combined control of the DWIG and GCI. Experimental results on the platform of a 37 kW/600 V prototype show that the proposed DWIG wind power system can output a constant dc voltage over wide rotor speed ranges for grid-connected operations and that the proposed excitation optimization scheme is effective.

• 한국강구조학회 논문집
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• 제23권5호
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• pp.615-627
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• 2011

강구조에서 약축에 대한 접합기술 및 연구는 소수의 연구자들에 의해 진행되고 있으며, 연구실적 및 접합부 기술발전의 성과가 많이 부족한 실정이다. 기존 브라켓타입의 약축접합부는 효율적인 시공성 및 $CO_2$배출량의 저감을 위하여 개선될 필요가 있으며, 구조성능이 우수하고 $CO_2$배출량이 적은 새로운 형태의 약축접합부로 대체되어야 할 것이다. 그러나 새로운 형태의 약축접합부는 구조성능의 검증 및 안전성에 대한 검토가 선행되어야 하며, $CO_2$저감에 관한 연구가 진행되어야 할 것으로 판단된다. 따라서 본 연구는 기존 브라켓타입의 약축접합부, 표준약축접합부 및 초간편 약축접합부를 대상으로 구조성능을 검토하였으며, 약축접합에 필요한 접합재료의 소요수량 및 $CO_2$배출량을 정량적으로 평가하였다. 그 결과, 초간편 약축접합부가 구조성능이 우수하고, $CO_2$배출량도 적으며, 접합재료의 소요수량이 적기 때문에 시공성이 우수하여 기존 브라켓타입의 약축접합부를 대체할 수 있을 것으로 판단된다.

• 한국강구조학회 논문집
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• 제23권3호
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• pp.295-304
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• 2011

국내외적으로 강구조 약축접합부의 접합방법으로는 브라켓타입이 주로 사용되고 있다. 브라켓타입의 약축접합부는 기둥-보접합부를 공장에서 제작한 후, 현장에 운반하여 시공하므로 보이음부가 추가된다. 따라서 보이음부의 설치비용 및 공사기간이 증가되므로 강구조물의 경쟁력이 저하된다. 본 연구에서는 기존의 표준약축접합부를 개선하여 힘의 흐름이 명확하고, 접합상세가 간결하며, 시공성을 향상시킨 신형상 약축접합부를 제안하였다. 실험결과를 통하여 신형상 약축접합부는 기존의 표준약축접합부보다 최대내력이 크게 나타났으며, 또한 연성적으로 거동하는 것으로 나타났다. 여기서 기존의 표준약축접합부는 스칼럽 또는 보이음용접부에서 응력집중으로 인하여 파괴되는 반면에, 신형상 약축접합부는 응력이 집중되는 스칼럽 및 보이음용접부가 없으며, 또한 H형강기둥과 보를 결합하기 위한 용접플레이트의 두께를 자유롭게 조절할 수 있으므로 이러한 차이가 기둥-보접합부의 최대내력 증가 및 연성적 거동에 기여하는 것으로 판단된다.

• International Journal of Concrete Structures and Materials
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• 제9권1호
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• pp.61-67
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• 2015

The concept of horizontal shear connection utilization on wood-concrete beams intends to be an alternative connection detail for composite wood-concrete decks. The volume of sawn-wood is over three times more expensive than concrete, in Brazil. In order to be competitive in the Brazilian market we need a composite deck with the least amount of wood and a simple and inexpensive connection detail. This research project uses medium to high density tropical hardwoods managed from the Brazilian Amazon region and construction steel rods. The beams studied are composed of a bottom layer of staggered wood boards and a top layer of concrete. The wood members are laterally nailed together to form a wide beam, and horizontal rebar connectors are installed before the concrete layer is applied on top. Two sets of wood-concrete layered beams with horizontal rebar connectors (6 and 8) were tested in third-point loading flexural bending. The initial results reveal medium composite efficiency for the beams tested. An improvement on the previously conceived connection detail (set with six connectors) for the composite wood-concrete structural floor system was achieved by the set with eight connectors. The new layout of the horizontal rebar connectors added higher composite efficiency for the beams tested. Further analysis with advanced rigorous numerical Finite Element Modeling is suggested to optimize the connection parameters. Composite wood-concrete decks can attend a large demand for pedestrian bridges, as well as residential and commercial slabs in the Brazilian Amazon.