• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2005년도 International Meeting on Information Displayvol.I
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• pp.330-333
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• 2005

We investigated the liquid crystal (LC) alignment phenomena using a-C:H and a-C:F:H thin films. Homogeneous alignment is obtained using ion beam treated hydrogenated amorphous carbon (a-C:H) thin films. Homeotropic alignment is obtained using F treated a-C:H thin films, namely, fluorinated amorphous carbon (a-C:F:H) thin films. We investigated the relationship between the surface properties of amorphous carbon based alignment layer and LC alignment phenomena.

• 한국강구조학회 논문집
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• 제12권4호통권47호
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• pp.429-436
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• 2000

철골 보와 철근콘크리트 기둥으로 구성된 복합 시스템은 철골과 철근콘크리트 간에 재료적인 단점을 보완함으로써 구조 효율성과 시공 생산성을 높이는 이점을 가지고 있다. 이 연구는 철골 보에 현장 타설 철근콘크리트 기둥을 간편하게 접합시킬 수 있는 복합구조 시스템을 개발하고, 그 시스템의 휨 및 전단 저항성능을 시험을 통하여 규명하는 것을 목적으로 하고 있다.

• 한국자기학회지
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• 제7권6호
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• pp.299-307
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• 1997

KrF 엑시머 Laser Ablation 법으로 (100)Si 기판위에 NdFeB 박막을 제조하였다. N $d_{x}$F $e_{90.98-x}$ $B_{9.02}$(x=17.51 ~ 27.51) 조성의 타겟을 사용하고, 레이저광에너지밀도를 2.75 ~ 5.99 J/c $m_{2}$, 기판온도를 620 ~ 700 .deg. C로 하여 제공정 조건이 박막의 자기특성, 결정배향성 및 미세조직에 미치는 영향을 조사한 결과, 증착상태의 시편에서 우선결정배향성은 관찰되지 않았으나 4 .pi. $M_{s}$ .approximately equal. 7 kG, 4 .pi. $M_{r}$ .approximately equal. 4 kG 및 $H_{c}$ = 300 ~ 1000 Oe인 자기특성이 얻어졌다. 증착 속도는 에너지밀도의 증가에 따라 직선적으로 증가 하였으며, 기판온도 증가에 따라서는 현저한 변화가 관찰되지 않았다. 3 J/c $m_{2}$의 에너지밀도가 최적의 조건이었으며, Nd량의 증가에 따라 4 .pi. $M_{s}$ 의 현저한 감소없이 4 .pi. $M_{r}$ 과 $H_{c}$가 증가하는 경향이 확인되었다.되었다.다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.173-176
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• 2005

This study look into the mechanisms of growth and magnification in the cracks and delamination on the beams repaired with CFS. The experimental parameters was a loading type, loading speed and pre-crack. In the experiments, it was confirmed that the failure of beams began with development and propagation of the delamination in the below the loading point due to magnification of cracks, but it was not concerned with loading type, loading speed and pre-cracks. Particularly, in the case of beams having the pre-cracks, growth of crack concentrated at the special crack below the loading point and led to failure of the beam by delamination due to magnification of crack.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.569-574
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• 1997

This research has improved composite joint system of R/C column and steel beam developed at previous study. In this system, the shear force occurred at beam is transmitted by bearing resistance of stiffness and moment is resisted by tension capacity of coupling members. As the preliminary step of stress transfer tests of this system, welding performance test of coupling member such as round bar or square bar which has a role of moment transfer has been carried out. From the test, this element has a good welding performance and enough resistance capacity compared to design force.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.691-696
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• 1997

In recent years, stengthening of beam by steel plate, carbon fiber sheets, and carbon fiber laminate is spotlighted in order to repair and rehabilitation of R/C structures. In this study, 3 method of rehabilitation technic are analyzed from the tests. Test parameters are the width of cracks, the method of repair and rehabilitation, the magnitude of existing load. Deflection, failure load, strains of reinforcing bar, strains of sheet and plates are measured during tests. The failure mode and ultimate load are analyzed from these measured data. Test result shows that the width of cracks and the magnitude of existing load do not make any difference of ultimate flexural capacity.

• Structural Monitoring and Maintenance
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• 제1권3호
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• pp.323-338
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• 2014

In this study a new innovative method of earthquake-resistant strengthening of reinforced concrete structures is presented for the first time. Strengthening according to this new method consists of the construction of steel fiber ultra-high-strength concrete jackets without conventional reinforcement which is usually applied in the construction of conventional reinforced concrete jackets. An innovative solution is proposed also for the first time that ensures a satisfactory seismic performance of existing reinforced concrete structures, strengthened by using composite materials. The weak point of the use of such materials in repairing and strengthening of old R/C structures is the area of beam-column joints. According to the proposed solution, the joints can be strengthened with a steel fiber ultra-high-strength concrete jacket, while strengthening of columns can be achieved by using CFRPs. The experimental results showed that the performance of the subassemblage strengthened with the proposed mixed solution was much better than that of the subassemblage retrofitted completely with CFRPs.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.187-190
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• 2005

Strengthening by bonded CFRP sheet/plate onto the surface has been generally used for the R.C. beams. The strengthening efficiency of this system depends on the performance of the adhesive interlace between the beam and the CFRP, and the interlace often causes unexpected failure. In this paper, an unbonding system is proposed with prestressed CFRP. Finite element analysis has been conducted using DIANA for the R.C. beams strengthened by prestressing the unbonded CFRP plate. The results of analysis were compared with those of experiment.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.493-498
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• 2002

An experimental investigation was conducted to study the behavior of high-strength RC wide beam-column joints with slab subjected to reversed cyclic loads under constant axial load. Six half scale interior wide beam-column assemblies representing a portion of a frame subjected to simulated seismic loading were tested, including three specimens without slab and three specimens with slab. The primary variables were compressive strength of concrete( $f_{ck}$ =240, 500kgf/c $m^2$), the ratio of the column-to-beam flexural capacity( $M_{r}$=2$\Sigma$ $M_{c}$$\Sigma$ $M_{b}$ ; 0.77-2.26), extended length of the column concrete($\ell$$_{d}$ ; 0, 9.6, 30cm), ratio of the column-to-beam width(b/H ; 1.54, 1.67). Test results are shown that (1) the behavior of specimen using high-strength concrete satisfied the required minimum ductile capacity according to increase the compressive strength, (2). In the design of the wide beam-column joints, one should be consider the effects of slab stiffness which is ignored in the current design code and practice.ice.e.e.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2005년도 International Meeting on Information Displayvol.II
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• pp.1215-1217
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• 2005

One of the important problems in recent AC-PDP technology is the image sticking. In this research, we have investigated the PDP cell with constraint deposition MgO on phosphor, the electrical and optical properties in the PDP cell were examined. Also, we have investigated the correlation with image sticking and degraded MgO protective layer, phosphor in AC-PDP. As a result, we measured the secondary electron emission coefficient ${\gamma}$, discharge characteristics and Brightness for the constraint degraded phosphor are compared with those of nondegraded phosphor.