• The Journal of the Institute of Internet, Broadcasting and Communication
• /
• v.18 no.6
• /
• pp.75-82
• /
• 2018

In this paper, we consider a precoder design for downlink multiuser multiple-input multiple-output (MU-MIMO) in distributed antenna systems (DAS). In DAS, remote radio heads (RRHs) are placed at geographically different locations within a cell area. Three different precoder design schemes are proposed to maximize the separate or joint signal-to-leakage-plus-noise ratio (SLNR) metrics by considering RRH sum power or per-RRH power constraints. The analytical closed-form form solution for each optimization problem is presented. Through computer simulation, we show that the joint SLNR based precoding schemes have better signal-to-interference-plus-noise ratio (SINR) and bit error rate (BER) performances than the separate SLNR based schemes. Also, it is shown that the precoding scheme with RRH sum power constraint has better performance than the precoding scheme with per-RRH power constraint.

• Structural Engineering and Mechanics
• /
• v.88 no.5
• /
• pp.481-492
• /
• 2023

The past earthquakes revealed the importance of the design of moment-resisting reinforced concrete framed structures with ductile behavior. Due to seismic activity, failures in framed structures are widespread in beam-column joints. Hence, the joints must be designed to possess sufficient strength and stiffness. This paper investigates the effects of fibers on the ductility of hybrid fiber reinforced self-compacting concrete (HFRSCC) when subjected to seismic actions; overcoming bottlenecks at the beam-column joints has been studied by adding low modulus sisal fiber and high modulus steel fiber. For this, the optimized dose of hooked end steel fiber content (1.5%) was kept constant, and the sisal fiber content was varied at the rate of 0.1%, up to 0.3%. The seismic performance parameters, such as load-displacement behavior, ductility, energy absorption capacity, stiffness degradation, and energy dissipation capacity, were studied. The ductility factor and the cumulative energy dissipation capacity of the hybrid fiber (steel fiber, 1.5% and sisal fiber, 0.2%) added beam-column joint specimen is 100% and 121% greater than the control specimen, respectively. And also the stiffness of the hybrid fiber reinforced specimen is 100% higher than the control specimen. Thus, the test results showed that adding hybrid fibers instead of mono fibers could significantly enhance the seismic performance parameters. Therefore, the hybrid fiber reinforced concrete with 1.5% steel and 0.2% sisal fiber can be effectively used to design structures in seismic-prone areas.

• Proceedings of the Korean Society of Broadcast Engineers Conference
• /
• 2003.11a
• /
• pp.17-20
• /
• 2003

동등한 영상의 풀질을 유지하면서 기존의 비디오 압축 표준보다 30퍼센트 이상의 비트 절감효과를 내는 H.264/MPEG-4 Part 10 AVC(Advanced Video Coding) 표준이 최근 확정되었다. AVC는 국내 지상파 DMB(Digital Multimedia Broadcasting) 멀티미디어 서비스의 비디오 표준으로도 채택되어 많은 관심을 불러일으키고 있다. 본 논문에서는 H.264/AVC 부호기를 위한 고정 비트 율 제어 알고리듬을 구현하고 이를 실험을 통하여 검증하였다. 비디오 부호화 과정에서 각 픽처마다 발생하는 비트 량이 같지는 않지만 부호기 출력 비트 율은 일정하게 한 수 있으며 이를 고정 비트 율 제어라 한다 부호기는 입력 영상의 복잡도를 예측하고 실제 버퍼 점유도에 대한 피프백 정보를 이용하여 발생 비트 수글 조절한다. 특히 전송 대역폭 제한사항이 있는 고정 비트 율 채널 환경에서 비디오 부호기의 고정 비트 율 제어는 반드시 필요하다. JVT에서 제공하는 참조 소프트웨어인 JM(Joint Model) 소프트웨어가 아직까지 고정 비트 율 제어 기능을 지원하지 않으므로, MPEG-2 Part 2 Video 표준과 MPEG-4 Part 2 Visual 표준에서 고정 비트 율 제어에 이용되었던 TM5 고정 비트 율 제어 모델을 적용하여 H.264/AVC 부호기의 고정 비트 율 제어를 구현하였다.