• Proceedings of the KWS Conference
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• 1990.04a
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• pp.68-72
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• 1990

• Proceedings of the KWS Conference
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• 1996.05a
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• pp.129-132
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• 1996

• Proceedings of the KWS Conference
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• 1995.04a
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• pp.77-79
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• 1995

• Proceedings of the KWS Conference
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• 1996.10a
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• pp.58-60
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• 1996

• Proceedings of the KWS Conference
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• 1993.10a
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• pp.122-124
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• 1993

• Proceedings of the KWS Conference
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• 1992.10a
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• pp.59-63
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• 1992

• Journal of the Korean Society for Nondestructive Testing
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• v.14 no.3
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• pp.194-205
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• 1994

이종재료 접합재의 연구개발(R&D)이나 품질보증(QA)분야에서 최적 접합조건의 신속한 결정과 사용중 접합재의 접합강도에 결정적으로 영향을 미치는 접합계면의 박리 미접합부등의 비파괴진단 평가기법에 적극 활용되고 있는 초음파비파괴평가(UNDE)기법의 주된 특징과 적용한계, 향후 연구되어야할 과제등을 최근의 특징적인 연구경향과 적용예를 중심으로 소개하고자 한다. 본고(本稿)에서 기술하는 초음파비파괴평가기법은 부분적으로는 기술의 안정화단계에 까지 상당히 접근하여, 현재 국내 반도체산업의 품질보증분야에서는 접합재료 접합계면의 비파괴적해석에 그 유용성이 어느정도 확인되고 있으나 정량적비파괴평가(QNDE)와 검사시스템의 꽃이라 불리는 전문가시스템화에의 접근에는 아직 해결되어야할 문제가 많다. 따라서, 저자들은 앞으로 접합재료 접합계면의 비파괴적해석에 관련한 연구사례와 결과를 정량적비파괴평가의 중요성과 방향성에 초점을 두고 본학회지를 통하여 계속 연재할 계획이다.

• Journal of Korean Society of Steel Construction
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• v.26 no.2
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• pp.81-89
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• 2014

Investigation results on shear connections design procedure which is conducted in Korea show that there are many communication problems between structural engineer and detailer, and there are unnecessary work procedures. To solve conventional connection design procedure problems, improved shear connection design procedure is suggested. Most of suggested design procedure is controlled by structure engineer, and the introduction of connections standardization makes computer aided design possible. Standardized connection details are satisfied with structural safety and constructability, and it improves design efficiency. Many problems which are caused by conventional design procedure are fundamentally blocked by using suggested design procedure.

• Magazine of the Korea Concrete Institute
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• v.9 no.2
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• pp.167-177
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• 1997

In thtx design of ductile moment -1csist1ng frnmcls (DMRFs) f'ollow~ng the. stlong columnweakbeam design philosophy, it is desirable that the joint and column remain essentiallyelastic in order to insure proper energy dissipation and lateral stability of the structure.Thv joint has been identifid as the "weak link: in DMRFs because any stiffness orstrength deterioration in this region can lead to substantial drifts and the possibility ofcollapse due to t'-delta effects. h3oreove1.. the tngintw is faced with the difficult task ofdetailing an element whose size is determined by theframing members, but \vhich mustresist a set of loads very different from those used in the design of the beams and columns.Four 3 -scale beam-column-slab joint assemblies were designed according to existing cod\ulcornerrequirements of' ACI 318-89. representing perimeter joints of DMRFs with reinforced highstrength concrete. The influence on aseismic behavior of beam-column joints due tomonolithic slab, has been investigated.lab, has been investigated.

• Korean Journal of Materials Research
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• v.5 no.6
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• pp.743-747
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• 1995

The relationship between the variation of crystallinity and the resultant self-bonding strength of PEEK was examined by using DSC in conjunction with the shear test. DSC measurement of the crystallinity produced at different bonding conditions demonstrated that even though PEEK specimens contain the same amount of crystallinity, the resultant self-bonding strength is sensitively dependent on bonding history. It also showed that all crystallization during the bending process occurs only in the healing and annealing stage and no additional crystallization occurs in the cooling stage.