• 대한치과보철학회지
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• 제25권1호
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• pp.137-154
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• 1987

The purpose of this investigation was to determine the surface characteristics and the fittness of the resilienct denture lines. Firstly, 50 samples ($2.0{\times}4.0{\times}0.3cm$) of 4 resilient lining materials (Molloplast B, Coe Super Soft, Mollosil, Coe Soft) and one conventional acrylic resin (K-33) were processed according to manufacture's direction and examined the surface characteristics by use of surface profilometer and scanning electron microscopy. Secondly, 50 identical maxillary casts were made and 50 denture bases were pro cessed of 4 resilient liners and one conventional acrylic resin and they were stored in the room temperature water bath of 1 day, 1 week, 2 weeks, 3 weeks, 4 weeks and 6 weeks after processing. The original casts were cut away 1 cm from the posterior border, the dentures were seated, and the existing space was measured at seven regions according to the storage time by use of the modified thickness guage. The results were as follows. 1. Surface roughness (Rz) were $4.00{\pm}1.60{\mu}m$ in Mollosil, $4.47{\pm}2.21{\mu}m$ in Molloplast B, $7.46{\pm}1.70{\mu}m$ in Coe Super Soft, $12.70{\pm}2.39{\mu}m$ in Coe Soft and $13.03{\pm}2.74{\mu}m$ in K-33. 2. The generation of porosity was far more active in cold-cured resilient liners (Coe Soft and Mollosil) than in heat cured resilient liners (Molloplast B, and Coe Super Soft) and conventional heat cured resin (K-33). 3. Denture bases showed the greatest discrepancy at the central portion of the posterior palatal border and the intimate contact in the buccal flange regardless of denture base materials. 4. When the denture bases were stored in the water for 1 day and 6 weeks after processing, the sum of average discrepancies in the seven regions of the denture base was the greatest in K-33 followed by Molloplast B, Mollosil, Coe Soft and Coe Super Soft but followed by Coe Soft, Molloplast B, Mollosil, Coe Super Soft in that order respectively. 5. There was not a significant difference (p>0.05) in Coe Super Soft, K-33 but there was a significant difference (P<0.01) in Molloplast B, Mollosil, Coe Soft at the amount of dimensional changes according to the storage time.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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• pp.455-462
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• 2000

In this study seismic response of a base-isolated bridge for soil types is compared. Bilinear model is used for lead rubber bearing(LRB). Accelerograms whose response spectrum matches the design spectrum for soil types are used as earthquake ground excitation. Nonlinear time history analyses using the SAP2000 program is performed. The results show that seismic response of a base-isolated bridge is increased as the soil becomes soft.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2002년도 International Meeting on Information Display
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• pp.639-642
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• 2002

A new PDP barrier rib formation technique was investigated utilizing transparent soft maid made of silicon resin. Transparent soft mold was fabricated by pouring a silicone resin into the base mold made with photosensitive glass. The photosensitive barrier rib paste was coated on the glass substrate and dried in a 90 $^{\circ}C$ convection oven for 20min. The transparent soft mold was pressed on top of the semi-dry barrier rib layer and then irradiated with a UV lamp to a total dose of $900{\sim}1000mJ/cm^2$ The soft maid was then removed from the pressed barrier rib by winding up and fine pattern of barrier rib was obtained. The photosensitive barrier rib paste makes the demolding easy due to reduced interfacial forces and shrinking of paste materials.

• 한국인쇄학회지
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• 제29권1호
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• pp.35-44
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• 2011

For printed electronic paper making which is high leveled dimensional stability. The furnish which is hard wood pulp and soft wood pulp, mixed with hard and soft wood pulp is added sea algae pulp. If sea algae pulp was added 15% contents, paper which is made with hard wood pulp is increased about 28% dimensional stability and soft wood pulp is increased about 32%, dimensional stability and hard wood 30% and soft wood 70% mixed pulp is increased about 40% dimensional stability.

• 구강회복응용과학지
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• 제16권1호
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• pp.27-36
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• 2000

One of the methods to improve the softness and comfortness of denture base is the use of soft denture liners. In this study, specimens were made by 2 kinds of acrylic based soft lining materials and 2 kinds of silicone based soft lining materials, and bonded to acrylic resin(Lucitone $199^{(R)}$). Then they were tested the differences of tensile bond strengths according to the materials, thickness, surface treatment and failure mode. 1. Tensile bond strength according to soft lining materials was increased in order of Coe-$soft^{(R)}$, $Mollosil^{(R)}$, $Trusoft^{(R)}$, Ufi-Gel $C^{(R)}$. The differences between groups were statistically significant at level of 0.05. 2. Tensile bond strength according to thickness of soft lining materials was increased in order of 3mm, 2mm, 1mm. The differences between groups were not statistically significant. 3. Tensile bond strength of treated surface showed higher bond strength than nontreated surface. The difference between groups was not statistically significant. 4. The failure mode of Coe-$soft^{(R)}$, $Trusoft^{(R)}$, $Mollosil^{(R)}$ were mainly cohesive failure, and that of Ufi-Gel $C^{(R)}$ were mainly adhesive failure.

• Archives of Plastic Surgery
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• 제49권2호
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• pp.174-183
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• 2022

Management of traumatic skull base fractures and associated complications pose a unique reconstructive challenge. The goals of skull base reconstruction include structural support for the brain and orbit, separation of the central nervous system from the aerodigestive tract, volume to decrease dead space, and restoration of the three-dimensional appearance of the face and cranium with bone and soft tissues. An open bicoronal approach is the most commonly used technique for craniofacial disassembly of the bifrontal region, with evacuation of intracranial hemorrhage and dural repair performed prior to reconstruction. Depending on the defect size and underlying patient and operative factors, reconstruction may involve bony reconstruction using autografts, allografts, or prosthetics in addition to soft tissue reconstruction using vascularized local or distant tissues. The vast majority of traumatic anterior cranial fossa (ACF) injuries resulting in smaller defects of the cranial base itself can be successfully reconstructed using local pedicled pericranial or galeal flaps. Compared with historical nonvascularized ACF reconstructive options, vascularized reconstruction using pericranial and/or galeal flaps has decreased the rate of cerebrospinal fluid (CSF) leak from 25 to 6.5%. We review the existing literature on this uncommon entity and present our case series of n = 6 patients undergoing traumatic reconstruction of the ACF at an urban Level 1 trauma center from 2016 to 2018. There were no postoperative CSF leaks, mucoceles, episodes of meningitis, or deaths during the study follow-up period. In conclusion, use of pericranial, galeal, and free flaps, as indicated, can provide reliable and durable reconstruction of a wide variety of injuries.

• 한국산림과학회지
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• 제107권3호
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• pp.287-293
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• 2018

본 연구는 본격적인 목재수확시기에 대응하여 대형화되어 가는 목재운송차량의 원활한 통행과 노체 피해 방지를 위해 산림기술경영연구소 관내 연약지반을 대상으로 토목섬유를 활용한 노반 조성 후 시간경과에 따른 노면지지력 변화와 대형 목재운송차량의 통행 횟수 증가에 따른 노면지지력 및 침하량 변화를 분석하였다. 그 결과, 노반 조성구간의 경우 약 1년의 시간경과 후 노면지지력이 양호판정기준인 CBR 15% 이상으로 안정화 되어 가는 것으로 나타났으며, 토목섬유별 처리효과는 큰 차이를 보이지 않는 것으로 나타났다. 또한 노반 조성구간에서 대형 목재운송차량의 통행이 최대 300회 이루어진 이후에는 침하량이 허용기준 50 mm 이하로 안정되고, 노면지지력 또한 CBR 20% 이상으로 향상되는 것으로 나타났으며 노반의 두께별로는 큰 차이를 보이지 않았다. 그러나 토목섬유를 활용한 노반을 조성하지 않은 구간에서는 허용기준 이상의 침하와 함께 노면의 지지력은 대형 목재운송차량의 통행이 불가능한 것으로 나타났다. 따라서 대형목재운송차량의 통행을 위한 연약지반의 노면지지력 보강을 위해서는 토목섬유를 부설하고 노반을 최소 0.2 m 이상 조성하는 것이 필요하다.

• 한국지반공학회논문집
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• 제26권1호
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• pp.63-73
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• 2010

포항 일원을 포함하여 신생대에 형성된 지역의 경우, 매립을 위한 양질의 재료원이 부족하며, 미고결된 신생대 퇴적 이암을 도로성토재나 항만공사의 매립재로 활용하려는 시도가 진행되고 있다. 그러나 매립재로 사용되는 미고결 이암의 공학적 특성 및 환경적 영향 등이 아직까지도 명확하게 밝혀지지 않고 있다. 이암을 매립재로 활용하기 위해서는 흡수, 연화, 슬레이킹과 지질학적 메커니즘을 파악해야 하며 침하나 수침에 따른 강도 저하 등에 대한 특성 파악이 필요하다. 본 연구에서는 실내시험과 현장 시험시공을 통해 도로성토재나 매립재로 사용되는 이암의 적합성을 여부를 파악코자 하였다. 특히, 이암을 매립재로 활용하는 경우, 이암의 환경적인 영향을 반드시 고려해야 함을 알 수 있다. 본 연구결과, 이암을 도로성토재나 매립재로 활용하는 경우 발생할 수 있는 문제들을 미리 예방하는데 활용 할 수 있을 것으로 본다.

• Earthquakes and Structures
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• 제19권2호
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• pp.103-117
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• 2020

The effect of the foundation size on the efficiency of seismic base isolation using a layer of stone pebbles is experimentally investigated. Four scaled models of buildings with different stiffnesses (from very stiff to soft) were tested, each with the so-called small and large foundation, and exposed to four different accelerograms (different predominant periods and durations). Tests were conducted so that the strains in the model remained elastic and afterwards the models were tested until collapse. Each model was tested for the case of the foundation being supported on a rigid base and on an aseismic layer. Compared to the smaller foundation, the larger foundation results in a reduced rocking effect, higher earthquake forces and lower bearing capacity of the tested models, with respectable efficiency (reduced strain/stress, displacement and increase of the ultimate bearing capacity of the model) for the considered seismic base isolation compared to the foundation on a rigid base.

• 한국지진공학회논문집
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• 제5권4호
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• pp.9-16
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• 2001

본 연구의 목적은 지진에 의한 비보강 조적조의 거동을 평가하는 것이다. 효율적인 평가를 위하여 유사동적해석법을 사용하였다. 저층의 비보강 조적조에 대하여 지진하중에 의한 지반-구조물의 상호작용에 따른 영향을 평가하기 위하여 단단한 지반에 놓여진 구조물과 연약한 지반에 좋여진 구조물을 비교하였다. 그 결과 연약한 지반위에 놓인 구조물의 층 전단력과 밑면 전단력이 상대적으로 증가하는 것으로 나타났다. 또한 현재 사용되고 있는 내진기준에 주어진 약산식에 따라 해석을 수행할 경우 연약한 지반에 놓인 건물이 경우 전단력을 과소평가 할 수 있는 것으로 나타났다.