• 한국전산구조공학회논문집
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• 제25권5호
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• pp.433-438
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• 2012

본 논문은 두 편으로 구성된 치과용 임플란트 구조설계에 대한 논문 중 두 번째 논문으로 첫 번째 논문에서 구조해석 비교연구를 통하여 그 구조적 성능이 확인된 새로운 임플란트 구조모델에 대하여 시험 설계도면을 작성하여 완성하였으며, 이를 근거로 실제로 CNC 공작기계 등을 이용하여 임플란트를 가공 제작하고, 이를 평가함으로써 치과용 임플란트 구조 설계를 완성하였다. 설계도면 작업은 전용 Tool인 MDT를 이용하여 수행하였으며, 가공작업은 CNC 선반, 범용밀링머신, Wire EDM 등을 이용하여 수행하였다. 전자현미경을 이용하여 임플란트 표면의 가공 상태를 최종 평가 확인하였다. 평가 결과 매우 양호한 상태의 임플란트 시험제품을 설계 제작하였다.

• 콘크리트학회지
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• 제20권5호
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• pp.59-60
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• 2008

• 방사성폐기물학회지
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• 제10권2호
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• pp.105-115
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• 2012

월성원자력본부의 조밀건식저장시설인 MACSTOR/KN-400의 인허가 과정에서 사고조건에 대한 바스켓의 안전성 평가를 위한 실증시험의 필요성이 제기되었다. 실증시험을 위한 낙하시험시설을 한국원자력연구원에 설치하고 바스켓 낙하 실증시험을 수행하였다. 실증시험 결과 실린더 내 적재 바스켓의 상부 용접부가 낙하 바스켓과 충돌하여 파손되고 누설이 발생하였다. 기존 바스켓이 실증시험에서 누설율 성능요건을 만족하지 못함에 따라 바스켓의 설계 개선안 도출이 필요하게 되었다. 설계 개선을 위한 방향을 선정하고 이에 기초하여 6 종류의 설계 개선안을 도출하였다. 개별 설계 개선안에 대하여 구조해석 및 시편시험을 수행하였다. 구조해석 및 시편시험의 결과를 바탕으로 최종설계안을 확정하였다. 최종설계안은 바스켓의 중앙 포스트의 높이를 감소하여 낙하 바스켓과의 충돌속도를 감소시키는 설계안이었다. 최종설계안에 대한 시험모델을 제작하여 낙하실증시험을 재수행한 결과 모든 성능요건을 만족하였다.

• 한국산학기술학회논문지
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• 제16권7호
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• pp.5015-5020
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• 2015

기존에 제안된 Perfobond rib connector의 강도평가식은 압축강도가 약 50 MPa 이하의 콘크리트 강도 범위에 대한 Push-out test의 결과로 유도된 것으로서, 압축강도 80 MPa 이상의 초고성능 콘크리트에 대한 전단 연결재 성능 평가를 위하여 Perfobond rib 연결재의 전단강도를 파악하기 위한 Push-out test를 수행하였다. Perfobond rib connector의 제작변수는 관통홀의 지름 및 개수이며, 강섬유가 혼입된 180 MPa의 콘크리와 강섬유를 혼입하지 않은 압축강도 80 MPa의 콘크리트를 적용하여 콘크리트 강도 변화에 대한 전단강도 변화를 검토하였다. 실험결과, 콘크리트 강도와 홀의 개수가 증가함 따라 전단강도가 증가하며, 다웰 효과에 의한 전단강도 증가율도 큰 것으로 나타났다. 기존에 다른 연구자들이 제안한 강도식으로 계산된 예측치와 비교한 결과, 실험값은 Oguejiofor & Hosain[2]이 제안한 강도식에 근접한 결과를 보였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.353-356
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• 2006

Hardening of 2 component adhesive such as epoxy resin used in saturating FRP composite is triggered by mixing each component part within a batch. Chemical reactions occur explosively after a certain time after mixing the batch, viscosity and temperature rapidly increase. As a results, bond performance remarkably decreases and workability declines due to increase in viscosity. Therefore, adhesion should be completed before chemical hardening reaction is rapidly going on. This study examined pot life of structural adhesive for FRP composites by means of change in apparent viscosity and means of exothermic reaction temperature proposing in existing test standards. Result of each test method was compared and analyzed, and reasonable test method and evaluation method are suggested.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 춘계학술대회 논문집
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• pp.1523-1526
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• 2007

This study introduces the testing results of the carbody. The load test was performed to evaluate the structural characteristic and stability of the stainless carbody. The carbody is made of stainless steel. The body structure consisted of side frame, under frame, roof frame, and end frame. Of these components, the side frame and under frame were the most important components considering the vehicle and passenger loads. Loading test were performed under the condition based on "Performance Test Standard for Electrical Multiple Unit". The test results showed that the body structure is safe and stable under the condition of designed load.

• 소음진동
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• 제7권2호
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• pp.311-317
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• 1997

In this paper the active vibration control system using a linear oscillatory actuator(LOA) is studied to suppress structural vibration. In the LOA, the AC-power-energized armature generates a shift field in an air gap, which produces a oscillating force to the mover in the magnetic field generated by high density permanent magnets. LOA has relatively simple structure with almost maintenance free, compared with a hydraulic actuator. Performance test of the active vibration control system using a LOA is carried out on a steel test structure under base excitation. From this test, it is confirmed that the acceleration level of the test structure is drastically reduced near the resonant region.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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• pp.706-711
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• 1998

Structural tests of the PSC Beam bridge using high strength concrete, concrete compressive strength 700kg/$\textrm{cm}^2$, are conducted for the application including durability and serviceability of the bridge. Current design safety factors with respect to the jacking force and the service design load DB-24 are applied to the design of the bridge. Concrete compressive strength 700kg/$\textrm{cm}^2$, girder depth 2.3m, girder space 3.2m, span length 20m, and slab thickness 27cm are selected for the bridge test. The Bulb-Tee section of the girders is applied instead of I section because it is well known more stable to the longer span(40m). Static load test(4 beams) with composite and non-composite section, and fatigue load test(1 beams) with composite section are conducted. Crack moment, ultimate load, deflections with load steps, and strains of the beam section for those bridges are investigated. The structural test results of the bridges showed a good performance for a safety and a serviceability.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1996년도 추계학술대회논문집; 한국과학기술회관, 8 Nov. 1996
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• pp.248-254
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• 1996

In this paper active vibration control system using a linear oscillatory actuator (LOA) is studied to suppress structural vibration. Being compared with a hydraulic actuator, a LOA has simplified structure and requires a few elements, so it has lots of merits with respect to economics and maintenance. Performance test of active vibration control system using LOA is carried out on a steel test structure under base excitation. From this test it is confirmed that acceleration level of test structure is reduced near the resonance region. In the future research on the application to large to structures will be studied.

• Structural Engineering and Mechanics
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• 제85권3호
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• pp.407-417
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• 2023

Precast assembled bridge piers with hybrid connection (PASP) use both tendons and socket connections. To study the seismic performance of PASP, a full-scale in-situ test was performed based on an actual bridge project. The elastic-plastic fiber model of PASP was established using finite element software, and numerical analyses were performed to study the influence of prestress degree and socket depth on the PASP seismic performance. The results show that the typical failure mode of PASP under horizontal load is bending failure dominated by concrete cracking at the joint between the column and cushion cap. The cracking of the pier concrete and opening of joints depend on the prestress degree and socket depth. The prestressing tendons and socket connection can provide enough ductility, strength, restoration capability, and bending strength under small horizontal displacements. Although the bearing capacity and post yield stiffness of the pier can be improved to some extent by increasing the prestressing force, ductility is reduced, and residual deformation is increased. Overall, there are reasonable minimum socket depths to ensure the reliability of the socket connection.