• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2007.11a
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• pp.407-412
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• 2007

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2014.04a
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• pp.692-693
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• 2014

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2012.11a
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• pp.65-65
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• 2012

카테콜아민의 일종인 노레피네프린을 이용하면 다양한 물질의 표면을 효과적으로 개질시킬 수 있음이 최근 보고되었다. 단순한 표면 개질뿐만 아니라 OH- 작용기의 도입이 가능하다는 장점을 갖는 노레피네프린 코팅법은 산화그래핀 혹은 흑연과 같은 비활성 표면에까지 성공적으로 적용되었으며, 그 결과 생체 적합성을 갖는 기능성 표면이 개발되었다.

• Proceedings of the KWS Conference
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• 2005.06a
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• pp.256-258
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• 2005

• Proceedings of the KWS Conference
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• 2005.06a
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• pp.259-261
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• 2005

• Computational Structural Engineering
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• v.10 no.4
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• pp.30-33
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• 1997

차량의 제동에 의한 기존의 연구는 차량의 bounce와 pitch에 의한 차량의 거동특성에 따른 고려만이 이루어져 왔으며 교량의 수직방향 offset에 의한 고려는 이루어지지 않았다. 여기서 교량의 offset이란 교량의 주형과 상판 그리고 교좌부의 중심간에 수직방향 높이의 차이를 말하며, 차량의 제동이 발생할 때 이러한 offset에 의한 추가적인 휨거동이 발생하므로 이러한 offset을 고려하여야 한다. 아울러 고속철도와 같은 중차량의 경우에는 교각의 상대적인 강성에 의한 효과도 고려되어야 할 것이다.

• Proceedings of the KSR Conference
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• 2006.05b
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• pp.688-695
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• 2006

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2013.10a
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• pp.263-264
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• 2013

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.1
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• pp.219-227
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• 2013

This study analyzed the effect of performance connected-type foundations of behavior and the connected beams according to the characteristics into soft clay transmission tower foundation. For this purpose, the finite element analysis model was built and connected to the transmission tower foundation mat and the contact area of the connection beam by the percentage change in the behavior and resistance characteristics were analyzed and finite element verification of the validity of the analytical model was conducted using connected-type transmission tower results of the model experiments constructed, and effective connected-type transmission tower basis of the behavior of connected beams were selected by analyzing the effect due to the increase of the stiffness. In addition, weak analysis by connected beam self-bending moment distribution was conducted.

• 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.