• Proceedings of the International Microelectronics And Packaging Society Conference
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• 2002.11a
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• pp.15-19
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• 2002

기존 형상의 미세 가열기를 이용한 마이크로 시스템 패키징의 문제점을 해결하기 위해 새로운 형상의 미세 가열기를 제작하여 패키징 실험을 실시하였다. 기존 형상의 미세 가열기와 새로운 미세 가열기의 형상을 각각 제작하여 접합시에 미세 가열기에 발생하는 열분포를 IR 카메라를 이용하여 실험하였다. 기존 형상의 미세 가열기가 불균일하게 가열되는 반면, 새로운 형상의 미세 가열기는 매우 균일하게 가열되는 형상을 나타내었다. IR 카메라 실험을 바탕으로 접합 실험을 실시하였다. 접합 실험시 사용한 미세 가열기는 폭 50$\mu\textrm{m}$, 두께 2$\mu\textrm{m}$로 제작하였으며, 0.2 Mpa의 압력을 Pyrex glass cap에 가한 상태에서 150 mA의 전류를 공급함으로서 접합을 완료하였다. 접합이 완료된 시편들에 대해서 IPA를 통한 leakage 실험을 실시하였으며, 기존 형상의 미세 가열기를 이용한 시편들은 66%가 테스트를 통과한 반면 새로운 형상의 미세 가열기를 이용한 시편들은 85% 이상이 테스트를 통과하였다. Leakage 실험을 통과한 각각의 시편들에 대해서 접합력 측정을 실시한 결과, 기존 형상의 미세 가열기를 이용한 시편들은 15~21 Mpa의 접합력을 나타내었고, 새로운 형상의 미세 가열기를 이용한 시편들은 25~30 Mpa의 우수한 접합력을 나타내었다.

• Proceedings of the KIEE Conference
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• 2002.11a
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• pp.57-59
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• 2002

기존에 연구된 미세 가열기를 이용한 마이크로 시스템 패키징의 문제점을 해결하기 위해 새로운 미세 가열기를 제작하여 접합 실험을 실시하였다. 기존 형상의 미세 가열기와 새로운 미세 가열기의 형상을 각각 제작하여 접합시 미세 가열기에 발생하는 열분포를 IR 카메라를 이용하여 실험하였으며, 기존 형상의 미세 가열기가 불균일하게 가열되는 반면, 새로운 형상의 미세 가열기는 매우 균일하게 가열되는 형상을 나타내었다. 카메라 실험 결과를 바탕으로 접합 실험을 실시하기 위해서 폭 $50{\mu}m$, 두께 $2{\mu}m$의 미세 가열기를 제작하였으며, 0.2 Mpa의 압력을 Pyrex glass cap에 가한 상태에서 150 mA의 전류를 공급함으로서 접합을 완료하였다. 접합이 완료된 시편들에 대해서 IPA를 통한 leak 실험을 실시하였으며, 기존 형상의 미세 가열기를 이용한 시편들은 66%가 테스트를 통과한 반면 새로운 형상의 미세 가열기를 이용한 시편들은 85%이상이 테스트를 통과하였다. Leak 실험을 통과한 각각의 시편들에 대해서 접합력 측정을 실시한 결과, 기존 형상의 미세 가열기를 이용한 시편들은 $15{\sim}21$ Mpa의 접합력을 나타내었고, 새로울 형상의 미세 가열기를 이용한 시편들은 $25{\mu}30$ Mpa의 우수한 접합력을 나타내었다.

• Journal of the Korea Concrete Institute
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• v.25 no.1
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• pp.81-90
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• 2013

The purpose of this study is to evaluate the horizontal shear strength on the interface between PC and cast-in-place concrete for PC composite beams. Six specimens were tested to examine the structural performance of the horizontal interface with different surface condition and stirrup detailing. Except for SF-291B specimen failed in flexural compression, strengths and deformation capacities of five specimens were determined by horizontal shear failure. Horizontal shear strengths by composite horizontal shear or shear friction in current codes could be used to predict the horizontal shear capacity of the interface for specimens. Also detailing for stirrup by PCI design provision could be used to accomplish the composite action in the interface.

• Journal of the Korea institute for structural maintenance and inspection
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• v.8 no.3
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• pp.189-196
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• 2004

The RC wale-steel beam stud connection may have smaller moment and shear resistance because the tensile and shear capacity of the studs are limited by the depth of RC beam. Especially, they are subjected to compressive axial load. This paper describes the experimental works to develop the connection details of RC wale-steel beam joints subjected to shear and axial loads. Shear connectors developed in this study are closed C type deformed bar, opened C type deformed bar, and U type deformed bar. From shear test, the shear performance of RC wale-steel beam joint with the developed connectors are compared with the stud connection. Test results indicated that the developed connectors were very effiecive to increase the shear strength.

• Journal of Korean Society of Steel Construction
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• v.20 no.2
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• pp.347-354
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• 2008

Steel plate-concrete (SC) structure has recently been used in nuclear power structure because of its construction efficiency. In this study, experimental and analytical study to investigate the behavior of the SC structure's wall slab connection was carried out. Experiments were performed for typical SC and RC connections in order to examine the basic difference between each structure. Finite element analysis was performed and the result of the analysis was found to closely reflect the experimental result. By varying the thickness of the shear plate and friction coefficients and the distance of applied load from the wall, the influence of the parameters on the joint strength and failure modes were examined. Finally, it was confirmed that the joint strength formula proposed in th this research gives conservative results.

• Journal of Korean Society of Steel Construction
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• v.28 no.1
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• pp.53-64
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• 2016

The double split tee connection, a type of beam-to-column moment connection, exhibits different behavioral characteristics according to changes in the thickness of the T-stub flange, the gauge distance of the high-strength bolt, and the number and diameter of high-strength bolts. In general, the double split tee connection is idealized and designed so that a T-stub fastened to the top and bottom supports a flexural moment, and a shear tab supports a shear force. However, if the double split tee connection is applied to low-and medium-rise steel structures, the size of the beam member becomes small, and thus the shear tab cannot be bolted to the web of a beam. In this regard, this study was conducted to propose connection details to ensure that the double split tee connection with a geometric shape can display sufficient shear resisting capacity. To this end, experiments were conducted using full-scale specimens for the double split tee connection.

• Journal of Korean Society of Steel Construction
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• v.19 no.2
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• pp.201-210
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• 2007

Double-angle connections should be designed with enough stiffness and strength to properly resist various applied loads. Therefore, structural engineers should be able to predict some influential variables and take their effects into account in design. This study was performed to establish the effects of the number of bolts and bolt gage distance on the stiffness and strength of a double-angle connection under tension. Six experimental tests were conducted to describe the effects of these variables by comparing load-displacement relationship curves. In addition, two prediction models were proposed to estimate the initial stiffness and the maximum allowable tensile load based on the results of experimental tests. In the development of these prediction models, the effect of prying action was considered.

• Magazine of the Korea Concrete Institute
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• v.9 no.3
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• pp.137-147
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• 1997

Interface shear strength of' concrete under static loading and deterioratiion of interface strength by fatigue loading in shear were experimentally investigated using composite beam test specimens. Thirteen beams were constructed. Five composite beams were tested statically until interface delaminations were observed in the static tests. Seven composite beam and one monolithically cast beam were subjected to two to three million cycles of fatigue load. Test variables were interface roughness, interface shear reinforcement, and presence of interface bond. The average interface shear strength of the composite beams with bonded-rough interface was 6, 060 kPa. No interface delamination was observed after cycling for the composite beams with bonded - rough interface and interface bond was not influenced by repeated application of the shear stress of 2.000 kPa(about 1/3 of the static interface shear strength). Smooth interface and unbonded-rough interface with shear reinforcement deteriorated under repeated shear loading.

• Land and Housing Review
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• v.5 no.2
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• pp.91-97
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• 2014

An experimental program was initiated to investigate the structural capacity of PC (Precast Concrete) beam-column joints used for the underground parking structure. Static testing of 4 typical PC beam-column joints specimens was conducted. Specimens were designed to span a range of parameters typically encountered for such members, based on findings from the survey of existing PC joint details used in the construction fields in Korea. The specimens were four by their joint types and testing parameters. The specific structural behavior germane to each specimen, and general observations on overall member behavior as a function of the considered parameters, are reported. From the results of tests on four PC joints specimens, the beam-column joints of PC structure used for the underground parking building was found to have similar structural capacities when comparing to the cast-in-place concrete system.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.516-520
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• 2011

본 논문에서는 먼저 흥인지문에 대해 상시진동실험을 수행하고, 그 데이터를 분석하여 흥인지문의 고유진동수, 모드, 감쇠비의 특성을 분석하였다. 그 결과로부터 흥인지문의 병진모드를 파악하였고, 병진모드에서 측정한 여러 기둥의 모드 상대크기와 위상이 동일함을 확인하였다. 저차 병진모드에서 모든 기둥이 같은 방향으로 강성을 발휘하기 때문에 각층의 강성을 합한 등가의 층강성을 가지는 2자유도의 동적강체해석모델을 제시하였다. 이 해석모델은 선형 범위 내에서 거동한다는 것으로 가정하여 층강성을 산정하였다. 실제 흥인지문의 접합부에는 부재간의 이음과 맞춤에 의한 마찰력이 작용한다. 접합부를 누르는 무거운 지붕하중에 의해 이 마찰력은 증가하게 되고, 이로써 횡하중에 저항하게 된다. 이러한 접합부에 강한 횡하중이 작용하게 되면, 접합부의 이완 및 마찰력의 저하 등으로 인하여 횡강성의 저하가 급격히 일어나는 비선형 특성을 갖게 된다. 이러한 흥인지문의 비선형적인 특성을 파악하기 위해 흥인지문 해석모델에 쿨롱 마찰력을 도입하여 비선형적인 해석모델을 제시하였다.