• Journal of the Korea Concrete Institute
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• v.26 no.2
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• pp.125-133
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• 2014

In this study, experimental research was carried out to investigate the seismic and structural performance of precast concrete exterior beam-column joints using bolt type connection and prestressing method. A total of five full-scale exterior beam-column joints were constructed and tested under reversed cyclic loading, controlled by displacement. Results of the test are as follows: Energy dissipation capacity and pinching phenomenon of PC beam-column joints showed disadvantageous behavior compared to RC beam-column joints. However, drift capacity of the PC joint was excellent. Also, yield mechanism concentrated on embedded nuts was suitable as an exterior beam-column joint of lateral load resistance frame. Additional application of prestressing method was also very effective to control excessive pinching and cracking in the joint region, and thus improved an overall seismic performance of the PC joint.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2018.06a
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• pp.81-81
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• 2018

Bi-Te계 열전소자는 상온에서의 열전 효율이 우수하기 때문에 항공, 컴퓨터 등의 열전발전 또는 열전냉각 모듈에 널리 사용된다. 이 열전소자를 활용한 열전모듈은 다수의 n형 및 p형 열전소자가 세라믹 위에 형성된 Cu 전극에 전기적으로 직렬이 되도록 서로 솔더링 접합이 되어 있는 구조를 가지고 있다. 이처럼 직렬 연결된 방식에서는 높은 접합강도를 필요로 한다. 열전모듈 제작 시 Bi-Te 계 소자를 바로 Cu 기판에 접합시키면 솔더에 들어있는 Sn과 기판의 Cu가 접합하는 과정에서 소재 내로 확산하여 접합강도를 저하시킨다. 이러한 열전모듈의 접합강도 저하를 막기 위해 무전해 Ni-W-P 도금층을 확산 방지층으로 적용하였다. 본 연구에서는 Ni-W-P 도금이 Bi-Te 계 열전 모듈의 접합강도에 미치는 영향을 조사하였다. 본 연구에서는 Bi-Te계 열전소자에 양호한 밀착성을 가지는 Ni-W-P 도금층을 형성시키기 위해서 알루미나 분말을 이용한 sand-blasting 방법을 사용하여 Bi-Te 소재 표면에 분사하는 방법으로 표면을 거칠게 하였다. 그 후 무전해 Ni-W-P 도금을 $85^{\circ}C$에서 20분간 실시하여 약 4um의 Ni-W-P 도금층을 형성시켰다. 열전 모듈은 Sn-Ag-Cu 솔더를 사용하여 제작하였으며 접합강도는 Bonding tester를 사용하여 측정하였다. 제작한 열전 모듈의 단면 및 파단면 관찰을 통하여 접합강도가 변하는 요인을 조사하였다. 제작한 열전 모듈의 단면을 FE-EPMA로 관찰한 결과 Ni-W-P 도금층이 Bi-Te 소자와 Sn과 Cu사이의 확산을 방지하는 확산방지층 역할을 하는 것을 관찰할 수 있었다. 또한 열처리 전 열전모듈과 200도, 150시간 열처리 후 접합강도를 각각 측정해 본 결과, 열처리 후의 접합강도가 상승하는 것을 확인 할 수 있었다. 따라서 Bi-Te계 열전모듈 제작에 무전해 Ni-W-P 도금층을 형성시키므로 인해 확산방지층의 생성과 접합강도의 상승에 도움을 주었다.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.35 no.1B
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• pp.62-67
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• 2010

Our research group has investigated that RFID tag packaging development and RFID tag flip chip bonding method influences on the industry-environmental customized RFID tag development that has applications to various industry environmental conditions. RFID tag flip chip bonding is consisting with wire bonding, ultrasonic bonding, heat plate bonding, and laser bonding and those methods are also depending on the different RFID tag development. Our research data shows that, among the various industrial environments such as an extremely high temperature, cryogenic, high-humidity, flexible, high-durable, development of RFID tag in an extremely high temperature is inappropriate for laser bonding method, converting of heat energy as absorbing light energy or heat plate bonding method of straight heat transferring manner, on the other hand, is suitable for wire bonding method which directly connect bump to pattern using wire.

• Journal of Welding and Joining
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• v.20 no.4
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• pp.467-475
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• 2002

• Journal of Welding and Joining
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• v.17 no.6
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• pp.7-9
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• 1999

• Journal of the Korea Concrete Institute
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• v.27 no.5
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• pp.541-549
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• 2015

This study was conducted to experimentally investigate the seismic retrofitting performance of non-ductile reinforced concrete (RC) frames by introducing engineered cementitious composite (ECC) wing panel elements. Non-ductile RC frame tested in this study were designed and detailed for gravity loads with insufficient or no consideration to lateral loads. Therefore, Non-ductile RC frame were not satisfied on present seismic code requirements. The precast ECC wing panels were used to improve the seismic structural performance of existing non-ductile RC frame. A series of experiments were carried out to evaluate the structural performance of ECC wing panel elements alone a non-ductile RC frame strengthened by adding ECC panel elements. Failure pattern, strength, stiffness and energy dissipation characteristics of specimens were evaluated based on the test results. The test results show that both lateral strength and stiffness were significantly improved in specimen strengthened than non-ductile RC frame. It is noted that ECC wing wall elements application on non-ductile RC frame can be effective alternative on seismic retrofit of non-ductile building.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.4
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• pp.1-9
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• 2018

The development of new technology and process in industrial Plant which builds integrated structures, facilities and systems. Has become a key element for strengthening its competitiveness. Although domestic industrial Plant has demonstrated excellence in technology with a persistent increase in order quantity and orders received, the technology gap between countries has narrowed due to global construction trend. Therefore, it is necessary to develop new technology that could help overcome constraints and limitations of the current one to follow the trend in the age of unlimited competition. This study has focused on assembly technology of Pipe-rack joint connection in an effort to strengthen technological competitiveness in industrial Plant. Through an analysis of earlier studies on Pipe-rack and a coMParative analysis of strengths and weaknesses of current assembly technology of it, a new design plan has been made to improve it efficiently. In doing this, standards for design factors of both structural and performance features have been drawn, and value of stress, strain, moment and rotation has been calculated using finite element analysis. As a result, installation technology of modular type Pipe-rack, which has not been developed in Korea and is differentiated from the current one, has been developed. It is considered that the technology reduces work time and saves cost due to simplified joint connection of steel structure, unlike the current one. Moreover, since it is installed without a welding process in the field, industrial accidents would be reduced, which is likely to have economic competitiveness and satisfy.

• Journal of the Korea Concrete Institute
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• v.22 no.4
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• pp.441-450
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• 2010

This is a preliminary study on the development of precast beam-column joints for dry construction methodology. Precast beam column joints with thru-connectors (BCJ_TC) using high strength bars or PS strands were developed and their seismic performance including strength degradation, stiffness degradation and energy dissipation capacity was experimentally evaluated. Test results showed that compressive failures at the end blocks of PC beam members occurred dominantly while PC columns including panel zones were free from any damage. However, the connections confined with CFRP at the end block showed much improved seismic performance than that of the unconfined connections. Connections with neoprene pad fillers between beam and column interfaces were better than the other connections in all the seismic performances except initial stiffness. To improve the seismic performances of BCJ_TC, compressive strength of the concrete at the end block need to be increased to compensate for the additional compressive stresses due to unbonded connectors and deformation of connectors should be controlled respectively.

• Journal of Korean Society of Steel Construction
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• v.27 no.3
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• pp.311-321
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• 2015

In this study, an experimental study to evaluate the seismic performance of beam-to-column connection for medium and low-rise building was conducted. Five connections using SHN490 steel were made with test variables such as flange welded or bolted, web welded or bolted. Specimen SHN-W-W is web welded and flange welded type. Specimen SHN-W-B is web welded and flange bolted type. Specimen SHN-B-W is web bolted and flange welded type. Specimen SHN-B-B is web bolted and flange bolted type. Specimen SHN-EP is a connection with the end plate to the beam ends. Cyclic loadings was applied at the tip of beam following KBC2009 load protocol. The load vs rotation curves for different connection are shown and final failure mode shapes are summarized. The connections are classified in terms of stiffness and strength as semi-rigid or rigid connection. Energy dissipation capacities for seismic performance evaluation were compared.

• Proceedings of the Korean Vacuum Society Conference
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• 2011.02a
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• pp.378-378
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• 2011

본 연구에서는 ZnO 나노선 기판을 제작하여 그 위에 밴드갭이 낮은 물질인 CdS, CdSe를 증착시킨 후 p-type 반도체 물질인 CuSCN을 증착시켜 안정성이 향상된 양자점 감응형 태양전지를 제작하였다. ZnO 나노선 기판은 투명한 FTO 기판 위에 ZnO를 진공증착시켜 seed layer를 제작하고 그 위에 $10{\mu}m$정도의 길이의 나노와이어를 성장시킨 후, 밴드갭이 낮은 CdS, CdSe 물질과의 다중접합을 이용하여 제작하고, 이러한 나노선 구조위에 chemical solution deposition을 이용하여 ${\beta}$-CuSCN을 형성시켰다. 양자점 감응형 태양전지는 ZnO 나노선을 photoanode로 이용하고 ZnO 나노선은 암모니아수와 아연염을 이용한, 비교적 저온의 수열합성법을 통해 합성하였고, sensitizer로 쓰인 CdS, CdSe 물질은 CBD방식을 통하여 합성된 나노선 위에 in-situ로 접합시켰다. 또한, 기존의 액체전해질을 이용한 양자점 감응형 태양전지의 안정성을 향상시키기 위해 p-type의 반도체 물질인 CuSCN물질을 propyl sulfide를 이용, ${\sim}80^{\circ}C$의 열을 가하여 in-situ 방식으로 다공성 구조에 효율적으로 접합이 가능하도록 deposition하였다. 일반적으로, CuSCN film은 홀 전도체로서의 장점을 지닌 반면, 전도성이 낮은 단점이 있기 때문에 이를 향상시키기 위해서 첨가제를 이용, 농도에 따라서 전도도가 향상되고 셀의 성능이 향상되는 것을 확인하였다. 이와 같이 합성된 구조는 주사전자현미경(SEM), X-선 회절(XRD), 솔라시뮬레이터 등의 분석장비를 이용하여 태양전지로서의 특성을 분석하였다. 또한 안정성 평가를 위하여 시간에 따른 셀의 특성변화도 비교하였다.