• Steel and Composite Structures
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• 제18권6호
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• pp.1517-1539
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• 2015

Eccentrically braced frames (EBFs) often use conventional steel with medium yield strength. This system requires structural members with large cross-sections for well seismic behavior, which leads to increased material costs. In eccentrically braced frames with high strength steel combination (HSS-EBFs), links use Q345 steel (specified nominal yield strength 345 MPa), braces use Q345 steel or high strength steel while other structural members use high strength steel (e.g., steel Q460 with the nominal yield strength of 460 MPa or steel Q690 with the nominal yield strength of 690 MPa). For this approach can result in reduced steel consumption and increased economic efficiency. Several finite element models of both HSS-EBFs and EBFs are established in this paper. Nonlinear hysteretic analyses and nonlinear time history analyses are conducted to compare seismic performance and economy of HSS-EBFs versus EBFs. Results indicate that the seismic performance of HSS-EBFs is slightly poorer than that of EBFs under the same design conditions, and HSS-EBFs satisfy seismic design codes and reduce material costs.

• Structural Engineering and Mechanics
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• 제39권4호
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• pp.499-520
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• 2011

The effectiveness of a technique for the repair of reinforced concrete members in combination with a technique for the repair of masonry walls of infilled frames, damaged due to cyclic loading, is experimentally investigated. Three single - story, one - bay, 1/3 - scale frame specimens are tested under cyclic horizontal loading, up to a drift level of 4%. One bare frame and two infilled frames with weak and strong infills, respectively, have been tasted. Specimens have spirals as shear reinforcement. The applied repair technique is mainly based on the use of thin epoxy resin infused under pressure into the crack system of the damaged RC joint bodies, the use of a polymer modified cement mortar with or without a fiberglass reinforcing mesh for the damaged infill masonry walls and the use of CFRP plates to the surfaces of the damaged structural RC members, as external reinforcement. Specimens after repair, were retested in the same way. Conclusions concerning the effectiveness of the applied repair technique, based on maximum cycles load, loading stiffness, and hysteretic energy absorption capabilities of the tested specimens, are drawn and commented upon.

• 한국정보통신학회논문지
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• 제13권8호
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• pp.1549-1560
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• 2009

TDMA PON 시스템에서 서로 다른 ONU들이 상향으로 데이터를 효율적으로 전송하기 위해서 동적 대역할당방식은 필수적이라 할 수 있다. 본 논문에서는 하향과 상향이 각각 2.5/1.25 Gbps 속도를 갖는 G-PON OLT를 위한 DBA처리기를 구현한다. 이 처리기는 매 사이클 타임마다 각 ONU로부터 전송되는 상향 프레임의 대역요청 메시지를 종합하고 트래픽의 우선순위와 공정성을 고려하여 Alloc-ID 단위로 대역할당을 수행한다. 제안된 알고리즘에서는 링크의 효율을 올리기 위하여 한 사이클 타임을 여러 개의 G-PON프레임 ($m{\times}125{\mu}s$)으로 구성한다. 특히, 어떤 ONU에게 할당하고자 하는 대역이 프레임과 프레임 사이의 경계에 걸쳐 있을 때에도 추가적인 오버헤더가 없도록 하는 방법을 사용하기 때문에 링크의 효율이 높다. 이로 인하여 어떤 ONU에게 0에서 상향 대역의 전체에 이르기까지 대역을 융통성 있게 할당할 수 있게 된다. 제안된 DBA 처리기는 FPGA로 구현하며, 계측기를 통하여 ONU들에 대한 대역할당 과정을 보여준다.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2006년도 6th International Meeting on Information Display
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• pp.1791-1794
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• 2006

For system-on-glass (SoG) with low-temperature poly-silicon (LTPS) thin film transistor (TFT), a new system interface architecture and timing controller are developed. With the newly developed system interface architecture, line memory can be eliminated which would take large area of SoG display panel. The system interface and timing controller are targeted for the application for 6-bit gray scale, 60-frames/s qVGA format.

• 한국통신학회논문지
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• 제30권9C호
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• pp.877-886
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• 2005

Various frame recovery algorithms have been suggested to overcome the communication quality degradation problem due to Internet-typical impairments on Voice over IP(VoIP) communications. In this paper, we propose a new receiver-based recovery method which is able to enhance recovered speech quality with almost free computational cost and without an additional increment of delay and bandwidth consumption. Most conventional recovery algorithms try to recover the lost or erroneous speech frames by reconstructing missing coefficients or speech signal during speech decoding process. Thus they eventually need to modify the decoder software. The proposed frame recovery algorithm tries to reconstruct the missing frame itself, and does not require the computational burden of modifying the decoder. In the proposed scheme, the Vector Quantization(VQ) codebook indices of the erased frame are directly estimated by referring the pre-computed VQ Codebook Index Interpolation Tables(VCIIT) using the VQ indices from the adjacent(previous and next) frames. We applied the proposed scheme to the ITU-T G.723.1 speech coder and found that it improved reconstructed speech quality and outperforms conventional G.723.1 loss recovery algorithm. Moreover, the suggested simple scheme can be easily applicable to practical VoIP systems because it requires a very small amount of additional computational cost and memory space.

• Kyungpook Mathematical Journal
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• 제53권1호
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• pp.135-141
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• 2013

In this paper we show that a $g$-frame for a Hilbert space $\mathcal{H}$ can be written as a linear combination of two $g$-orthonormal bases for $\mathcal{H}$ if and only if it is a $g$-Riesz basis for $\mathcal{H}$. Also, we show that every $g$-frame for a Hilbert space $\mathcal{H}$ is a multiple of a sum of three $g$-orthonormal bases for $\mathcal{H}$.

• 한국통신학회논문지
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• 제34권5B호
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• pp.469-479
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• 2009

GEM 프레임은 G-PON 시스템에서 가변 사용자 데이터를 전달하는 수단이며 헤더와 유료부하로 구성된다. 헤더의 HEC 필드는 헤더의 내용을 보호하고 동시에 GEM 프레임 동기를 유지할 목적으로 사용된다. 수신 중에 GEM 프레임 동기를 잃어버리면 다시 동기를 획득 할 때까지 프레임들은 폐기되어야 한다. 따라서 손실되는 프레임의 수를 최소화하기 위해서는 고속의 동기모듈이 필요하다. 본 논문에서는 GEM 헤더에 검출이 불가능한 에러가 나타났을 때 발생하는 프레임 손실을 줄이기 위하여 주 상태머신 이외에 부 상태머신의 사용을 제안하고 이를 구현한다. 또한 헤더의 시작점을 찾는데 있어서 고속이며 동시에 효율적인 병렬 구조를 제안한다. 최종적으로, 제안된 방식은 FPGA를 통해 구현하였고 계측기를 이용하여 검증한다.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제14권4호
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• pp.231-253
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• 2007

The purpose of this paper is to study the geometry of null curves in a semi-Riemannian manifold (M, g) of index 2. We show that it is possible to construct new Frenet equations of two types of null curves in M.

• 한국수학교육학회지시리즈B:순수및응용수학
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• 제12권3호
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• pp.211-221
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• 2005

The purpose of this paper is to study the geometry of null curves in a Lorentzian manifold (M, g). We show that it is possible to construct new type of Frenet equations of null curves in M, supported by two examples.

• Structural Engineering and Mechanics
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• 제59권6호
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• pp.1121-1137
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• 2016

A large number of structure in the world were build with poor seismic details, with or without any lateral load resisting system like concentrically braced frames and steel plate shear walls. These structures can reveal deteriorating hysteretic behaviors with stiffness and strength degradation. Therefore, seismic retrofitting of such structures for drift control has vital importance. In this study a retrofit methodology has been developed, which involves diagonal bracing of steel frames with different cable arrangements. In the experimental and numerical program 5 different lateral load resisting system were tested and results compared with each other. The results indicated that multi-cable arrangements suggested in this study showed stable ductile behavior without any sudden decrease in strength. Due to the usage of more than one diagonal cable, fracture of any cable did not significantly affect the overall strength and deformation capacity of the system. In cable braced systems damages concentrated in the boundary zones of the cables and beams. That is why boundary zone must have enough stiffness and strength to resist tension field action of cables.