• Magazine of the Korea Concrete Institute
• /
• v.6 no.2
• /
• pp.138-147
• /
• 1994

The compressive strength of horizontal joints in precast concrete large panel structures depends on parameters such as grout and panel strength, detail of joint, joint moment, width of grout column, and etc. 44 specimens were tested to investigate the effects of parameters that influence the compressive strength of horizontal joints. The design formula specified in Korean Cock for compression horizontal joints must be reviewed, because it was based on the test results of the joint types not used in Korea. In this study comparing the test results, there fore, the validity of the design formulas was evaluated and a suitable formula was proposed to predict the ultimate strengths of compression horizontal joints. The increase of ultimate strengths was not observed, even if confined the horizontal displacement of slabs and reinforced the wall edge, when the grout strength is lower than panel strength. From the comparison of test results and those by the proposed formula, it was shown that proposed formula was suitable to predict the ultimate compressive strength of horizontal joints.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2000.02a
• /
• pp.197-197
• /
• 2000

AC-PDP의 구동 요소 중 중요한 것은 벽전하와 그로부터 유도되는 벽전압, 그리고 프라이밍입자(priming partical)의 밀도 변화라고 할 수 있다. 패널의 초기화가 전구간의 방전을 좌우하기 때문에 초기화 펄스의 기울기에 따른 방전현상을 이해하고자 각 구간에서의 전기-광학적 특성과 함께 휘도와 효율의 관점에서 연구 조사하였다. 본 실험에서 사용한 reset 펄스파형은 셀의 방전개시전압과 인가전압사이의 차이가 적고, 초기 프라이밍 입자와 단위시간당 전자에 공급되는 에너지가 적은 램프형태의 초기화 펄스를 사용하였다. 실험장치는 VDS(versatile driving simulator)시스템을 이용하였다. 실험결과 reset의 기울기가 커질수록 반응시간이 빨라지며, 약방전의 형태를 고속이미지로 확인하였다.

• Fire Science and Engineering
• /
• v.31 no.5
• /
• pp.37-43
• /
• 2017

Domestic sandwich panel buildings are widely used on walls and roofs of factories and warehouse facilities. Factory and warehouse facilities have high fire load and rapid spread of fire due to their use characteristics, leading to large fires. Due to the characteristics of materials, walls and roofs are collapsed, resulting in life damage and property damage. In this regard, this study examined domestic and international standards of sprinkler facilities to prevent ignition of sandwich panel walls. Also, in order to check whether the fire was prevented by installing the head on the wall of the sandwich panel, the fire test was carried out with 10 cm, 60 cm, and 120 cm from the wall along the sprinkler head installation standard of domestic fire safety standards. As a result of the fire test, it was confirmed that the sandwich panel was prevented from igniting when the head of water pressure 0.1 MPa and water quantity K-80 was installed. According to the separation distance, it was impossible to measure the temperature at 10 cm, but at 60 cm, At the maximum temperature of $525^{\circ}C$ and 120 cm, the maximum temperature of the wall of the sandwich panel was measured as $276^{\circ}C$. As a result of the fire test, considering the fire point of 450 degrees Celsius in the fire test of the sandwich panel, the distance from the sandwich panel wall to the combustible is more than 120 cm.

• Journal of Power System Engineering
• /
• v.12 no.4
• /
• pp.46-51
• /
• 2008

Honeycomb panel has a constructive advantage because it is constructed with a honeycomb core, so it has relatively higher strength ratio to weight. Therefore honeycomb panel has been used as the light weight panels in the high-speed railway technology and high-speed ship like as cruise yachts. Also it has been used in the aircraft and aerospace industry as a structural panel because light weight structure is indispensible in that field of industry. Recently, the honeycomb panel is embossed in the viewpoints of high oil prices as the lightweight panel of the transport machine, however the sound insulation capacity of the honeycomb panel is poorer than those of uniform and another sandwich panels. In this paper a method to improving the sound absorption coefficient of a honeycomb panel Is studied by using the Helmholtz resonator. The sound absorption coefficients for some kinds of honeycomb cores are demonstrated by the normal incident absorption coefficient method.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
• /
• 2010.04a
• /
• pp.377-382
• /
• 2010

건물의 대형화 고층화로 고강도 콘크리트의 사용이 증대되면서 고강도 콘크리트의 화재 시 폭열 대책이 필요하다. 본 연구는 전국 화력발전소에서 매립되는 Bottom Ash와 EPS를 재활용하여 건축소재의 내화기준에 만족하고 자원순환 소재의 새로운 개발방향을 제시하고자 난연성이 가미된 경량콘크리트 패널을 개발하여 그 난연 성능 및 벽체로서의 성능을 실험하였다. 실험은 Bottom Ash를 활용한 코팅 경량골재를 2개 Type으로 개발하여 단위중량, Flow, 압축강도, 열전도율, 부착강도, 건조수축, 흡수율, 난연 성능을 평가하였다. 그 결과 대부분의 데이터가 KS기준에 맞게 나왔으며, 난연 성능 또한 1급으로 나왔다. 이로서 폐자재인 Bottom Ash와 EPS를 재활용하여 화재 시 난연성능이 확보됨은 물론 국가성장핵심 사업인 녹색성장에 걸맞은 새로운 경량콘크리트 패널을 개발할 수 있게 되었다.

• Journal of the Institute of Electronics and Information Engineers
• /
• v.52 no.1
• /
• pp.135-139
• /
• 2015

The address discharge time lags are investigated in each subfield time in AC plasma display panel and a modified driving waveform is proposed to reduce the address discharge time lag by applying different additional scan voltage under no misfiring discharge production. The weak plasma discharge in AC PDP is generated by applying high positive-going ramp waveform to the scan electrode during the first reset period and that induce the production of the priming particle and wall charge. Because the wall charge becomes the wall voltage in a cell, the wall plus external address voltage produce the address discharge. However, as the wall charge in a cell is gradually disappeared as time passed, the address discharge time in the subfield time for 1 TV frame is lagged. In the first subfield time, the address discharge is faster produced than the other subfield time because the wall charge are much remained by the high positive-going ramp voltage during the reset period in the first subfield time. Meanwhile, from the second to last subfield, the address discharge production time is gradually delayed due to the dissipation of the wall charge in a cell. In this study, the address discharge time lags are measured in each subfield time and the total address discharge time lags are shortened by applying the different additional scan voltage during the address period in each the subfield time.

• Proceedings of the KIEE Conference
• /
• 2003.10a
• /
• pp.174-177
• /
• 2003

본 논문에서는 AC PDP의 유지방전구간에서의 인가전압에 따른 방전전류, 공간전압, 벽전하 등의 변화를 새로운 AC PDP를 위한 등가회로모델을 사용하여 효율적이고 간편하게 시뮬레이션 한 결과를 소개한다. 벽전하의 정확한 분석은 안정적이고 효율적인 AC PDP의 구동 방법을 개발하기 위해 계속 연구, 보고 되어 왔지만, 인가되는 전압의 변화에 따른 시간적인 셀 내부의 변화를 빠르고 편리하게 분석하고 이해하는데 효과적인 방법은 제시되지 못하였다. 본 논문에서는 AC PDP의 전극간 물리적인 특성을 고려하여 3개의 직렬 커패시터와 1개의 병렬 커패시터, 2개의 싸이리스터를 사용하여 AC PDP를 위한 등가회로모델을 구성하여 제시하였다. 제안된 등가회로모델은 SPICE와 같은 표준 회로시뮬레이션 툴에 손쉽게 적용가능하며, 이러한 방법으로 분석된 패널내의 전류, 공간전압, 벽전하의 동특성을 소개하였다. 등가회로모델을 이용한 시뮬레이션 결과는 실험을 통한 측정 결과와 비교하여 그 정확성을 검증하였다. 인가전압의 시간적 변화의 따른 유입전류 및 셀 내의 전압 및 전하의 분포를 손쉽고 정확하게 시뮬레이션 할 수 있는 본 AC PDP의 등가회로모델은 AC PDP의 특성을 이해하는 데에 중요한 도구가 될 것이며 효율적인 구동 방식의 개발 및 분석 등에 널리 활용될 수 있을 것이다.

• Journal of the Institute of Electronics and Information Engineers
• /
• v.50 no.3
• /
• pp.174-178
• /
• 2013

A modified driving waveform is proposed to improve the address discharge characteristics using wall charge on the common electrodes in plasma display panel. In the driving scheme of plasma display, after a reset period, the negative charge are accumulated on two front electrodes and positive wall charge are accumulated on the address electrode. As the address discharge during an address period is produced when the scan and address pulses are applied at the same time, negative charge on the scan electrodes and positive charge on the address electrodes are mainly used. On the other hand, as the voltage are only maintained without applying the waveform during an address period on the common electrodes, the wall charge is not used on the common electrodes. In this paper, the address discharge characteristics are investigated with changing pulse applying time and applied voltage amplitude on the common electrodes and consequently the producing time of an address discharge are shortened about 200 ns compared with the conventional driving waveform.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.19 no.6
• /
• pp.18-28
• /
• 2015

The purpose of this study is to develop a new seismic resistant method by using precast concrete wall panels for existing low-rise, reinforced concrete beam-column buildings such as school buildings. Three quasi-static hysteresis loading tests were performed on one unreinforced beam-column specimen and two reinforced specimens with U-type precast wall panels. The results were analyzed to find that the specimen with anchored connection experienced shear failure, while the other specimen with steel plate connection principally manifested flexural failure. The ultimate strength of the specimens was determined to be the weaker of the shear strength of top connection and flexural strength at the critical section of precast panel. In this setup of U-type panel specimens, if a push loading is applied to the reinforced concrete column on one side and push the precast concrete panel, a pull loading from upper shear connection is to be applied to the other side of the top shear connection of precast panel. Since the composite flexural behavior of the two members govern the total behavior during the push loading process, the ultimate horizontal resistance of this specimen was not directly influenced by shear strength at the top connection of precast panel. However, the RC column and PC wall panel member mainly exhibited non-composite behavior during the pull loading process. The ultimate horizontal resistance was directly influenced by the shear strength of top connection because the pull loading from the beam applied directly to the upper shear connection. The analytical result for the internal shear resistance at the connection pursuant to the anchor shear design of ACI 318M-11 Appendix-D, agreed with the experimental result based on the elastic analysis of Midas-Zen by using the largest loading from experiment.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2010.08a
• /
• pp.106-106
• /
• 2010

AC PDP(Plasma Display Panel)는 상압에 가까운 압력에서 DBD(Dielectric Barrier Discharge) 방전을 이용한 디스플레이다. AC PDP는 보통 면 방전을 이용하기 때문에 대향 방전과는 다른 방전 현상을 보인다. 본 연구에서는 4인치 test 패널 제작하여 격벽 높이 변화에 따른 방전 현상을 연구하였다. PDP 셀은 $1mm^3$ 보다 작은 크기를 가지고 있기 때문에 방전 현상을 분석하는 것은 쉽지 않다. 그래서 이 연구에서는 2, 3차원 유체 시뮬레이션을 이용하여 실험 결과에 대한 방전 현상을 연구하였다. 테스트 패널을 통하여 정적 마진, 휘도, 소비전력, 발광효율 등을 구하였고, Fluid 시뮬레이션을 통하여 전기장 분포, 하전입자 및 여기종 입자들의 개수 및 밀도 분포, 벽전하 분포 등을 통하여 방전 특성의 경향성을 분석하였다. 격벽 높이가 높아질수록 방전 공간이 넓어지면서 효율이 증가하였으나 $140\;{\mu}m$ 이상의 높이에서는 광 변환 효율이 감소하면서 효율이 오히려 감소하였다.