• 한국강구조학회 논문집
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• 제23권6호
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• pp.725-736
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• 2011

합성보에는 강재보와 철근콘크리트 슬래브의 경계면에서 작용하는 수평전단력에 저항하기 위해 전단연결재를 설치한다. 또한 일반적으로 강재보에는 거푸집용 철선일체형 데크플레이트가 주로 사용되는데 시공 중 데크플레이트의 탈락 및 낙하 등 안전을 확보하기 위해 철근트러스 거더가 끝나는 양단부의 상부철선에 직봉을 설치한다. 따라서, 본 연구는 이형철근과 강판을 이용하여 동등 이상의 내력을 확보하면서 직봉의 기능을 포함하는 새로운 형상의 전단연결재를 개발하고 활용하는 방안을 검토하였다. Push-out 실험결과, 이형철근과 강판을 사용한 전단연결재는 ${\phi}16$ 스터드커넥터 이상의 내력과 연성을 확보하였으며, 직봉과 전단연결재를 겸용하는 것이 가능한 것으로 나타났다.

• Restorative Dentistry and Endodontics
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• 제46권3호
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• pp.36.1-36.11
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• 2021

Objectives: This study aimed to evaluate Emblica officinalis (Indian gooseberry or amla) as an acid etchant and matrix metalloproteinase (MMP) inhibitor, and to compare its effect on the microshear bond strength of composite resin with orthophosphoric acid (OPA) and 2% chlorhexidine (CHX) as an acid etchant and MMP inhibitor, respectively. Materials and Methods: The etching effect and MMP-inhibiting action of amla on dentin samples were confirmed by scanning electron microscopy (SEM) and gelatin zymography, respectively. Dentinal slabs (3 mm thick) from 80 extracted human molars were divided into 10 and 20 samples to form 2 control groups and 3 experimental groups. Groups 1, 2, and 4 were etched with OPA and groups 3 and 5 with amla juice. An MMP inhibitor was then applied: CHX for group 2 and amla extract for groups 4 and 5. Groups 1 and 3 received no MMP inhibitor. All specimens received a standardized bonding protocol and composite resin build-up, and were subjected to microshear bond strength testing. The force at which the fracture occurred was recorded and statistically analyzed. Results: Amla juice had a similar etching effect as a self-etch adhesive in SEM and 100% amla extract was found to inhibit MMP-9 by gelatin zymography. The microshear bond strength values of amla were lower than those obtained for OPA and CHX, but the difference was not statistically significant. Conclusions: Amla has a promising role as an acid etchant and MMP inhibitor, but further studies are necessary to substantiate its efficacy.

• Restorative Dentistry and Endodontics
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• 제32권4호
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• pp.343-355
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• 2007

4종의 레진시멘트를 통한 상아질과 간접 레진 수복물 간의 인장결합강도를 열순환 시효처리 여부에 따라 측정하여 비교하고, 주사전자현미경 관찰을 통하여 각 레진시멘트의 접착 내구성을 평가하고자 시행하였다. 48개의 건전한 제3대구치의 상아질 표면을 평탄하게 노출시키고 #320 grit Sic Paper로 연마하였다. 복합레진 블록을 제작하여 #600 grit Sic Paper로 연마한 후에 접착면을 Sandblast로 처리하였다. 각각의 레진시멘트로 제조사 지침에 따라 적용하여 복합레진 블록을 상아질 표면에 접착하였다. 이후 제작된 시편을 열순환시키지 않거나, 1,000회, 5,000회 열순환 시킨 후 ($5^{\circ}C\;-\;55^{\circ}C$) 미세인장결합강도를 측정하였다. 열순환 전 시편의 접착계면 (수직절단면)과 파절된 시편의 상아질 파단면을 전자현미경 관찰하여 다음과 같은 결론을 얻었다. 1. Variolink II의 결합강도는 다른 실험군보다 높은 결합강도를 보여주었으며, 1,000회 열순환 후 유의성 있게 결합강도가 감소되었다 (p < 0.05). 3. Multilink의 결합강도는 열순환에 가장 많은 영향을 받았으며 1,000회 열순환 이후 유의성 있게 감소되었다 (p < 0.05). 3. Panavia F 2.0과 Rely X Unicem의 결합강도는 열순환에 의하여 감소되지 않았다 (p > 0.05). 4. 접착형 레진시멘트는 복합레진형 레진시멘트에 비해서 열처리 전후 모두 낮은 결합강도를 보여주었다. 5. 결합강도가 높은 Vaviolink II와 Multilink에서는 혼합형 파괴양상을 보였고, 결합강도가 낮은 Panavia F 2.0에서는 접착성 파괴 양상을 나타내었다. 이상의 연구 결과를 토대로 적절한 전처리와 접착제를 도포한다면 복합레진형 레진시멘트는 접착형 레진시멘트보다 결합강도와 그 내구성이 우수하다고 할 수 있을 것이다. 접착성 간접 수복물의 초기 결합강도와 내구성은 레진시멘트의 접착과정과 종류, 형태에 의해 영향을 받기 때문에 이들의 적절한 선택과 올바른 사용이 성공적인 수복을 위해 중요하다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2017년도 춘계 학술논문 발표대회
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• pp.238-239
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• 2017

Waterproofing is a very important process in terms of durability of buildings. The materials used for waterproofing work to protect the concrete structure from external deterioration factors. In particular, the waterproofing materials applied to the exterior of the concrete structure have various problems due to changes in the external environment and variables in the construction process. The waterproof layer is repeatedly dried and shrunk according to changes in the external moisture environment, and the surface may be deteriorated due to exposure to long-term sunlight. In the case of the roof waterproofing in the structure, the waterproof layer which does not have a sufficient curing period shows much swelling and floating phenomenon. These defects, such as swelling and lifting, account for most of the defects that occur in the waterproof layer of the concrete slabs. Generally, it is difficult to expect the same level of performance as the initial state even if the waterproofing work is repaired when a defect occurs. Therefore, it is possible to reduce the defects of the waterproof layer such as swelling and lifting by forming a waterproof layer which can be integrated with the concrete surface by using a polyurethane type waterproofing material having a relatively low defective ratio compared to other waterproofing materials. So in this study, the basic properties of polyurethane waterproof sheet reinforced with non-woven fabric are investigated in order to understand field applicability.

• Restorative Dentistry and Endodontics
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• 제42권2호
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• pp.118-124
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• 2017

Objectives: This study aimed to evaluate the color stability of bulk-fill and nanohybrid resin-based composites polished with 3 different, multistep, aluminum-oxide impregnated finishing and polishing disks. Materials and Methods: Disk-shaped specimens (8 mm in diameter and 4 mm in thickness) were light-cured between two glass slabs using one nanohybid bulk-fill (Tetric EvoCeram, Ivoclar Vivadent), one micro-hybrid bulk-fill (Quixfil, Dentsply), and two nanohybrid incremental-fill (Filtek Ultimate, 3M ESPE; Herculite XRV Ultra, Kerr) resin-based composites, and aged by thermocycling (between $5-55^{\circ}C$, 3,000 cycles). Then, they were divided into subgroups according to the polishing procedure as SwissFlex ($Colt\grave{e}ne/Whaledent$), Optidisc (Kerr), and Praxis TDV (TDV Dental) (n = 12 per subgroup). One surface of each specimen was left unpolished. All specimens were immersed in coffee solution at $37^{\circ}C$. The color differences (${\Delta}E$) were measured after 1 and 7 days of storage using a colorimeter based on CIE Lab system. The data were analyzed by univariate ANOVA, Mann-Whitney U test, and Friedmann tests (${\alpha}=0.05$). Results: Univariate ANOVA detected significant interactions between polishing procedure and composite resin and polishing procedure and storage time (p < 0.05). Significant color changes were detected after 1 day storage in coffee solution (p < 0.05), except Quixfil/Optidisc which was color-stable after 7 days (p > 0.05). Polishing reduced the discoloration resistance of Tetric EvoCeram/SwissFlex, Tetric EvoCeram/Praxis TDV, Quixfil-SwissFlex, and all Herculite XRV Ultra groups after 7 days storage (p < 0.05). Conclusions: Discoloration resistance of bulk-fill resin-based composites can be significantly affected by the polishing procedures.

• 한국건축시공학회지
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• 제19권1호
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• pp.19-29
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• 2019

본 연구에서는 공동주택 지하주차장 상부슬래브 등 주로 수평부에 적용되는 아스팔트 매스틱 도막재의 누유하자 원인을 바탕으로 제품의 누유안정성 확보 여부를 평가할 수 있는 평가방법을 개발 및 제시하였다. 본 연구에서 제시한 평가방법의 신뢰성을 검증하기 위하여 실제 현장에서 누유 발생 이력이 있는 3개 제품을 대상으로 누유안정성 평가를 진행하였으며, 진행 결과, 실제 발생하는 누유하자의 재연이 가능한 것으로 확인되었다. 재연성에 대한 정량적 검증을 위해 평가 중에 발생한 누유 시료를 채취하여 회분(Filler)함량을 측정한 결과, 정상시료 대비 최대 약 64%가 저하된 것을 확인하였는데, 이는 선행연구에서 규명한 누유원인과 일치하는 결과로 확인하여, 평가방법의 신뢰성이 검증되었다 할 수 있다.

• Steel and Composite Structures
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• 제29권5호
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• pp.603-622
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• 2018

Precast concrete structures are erected from individual prefabricated components, which are assembled on-site using different types of connections. In the present design of these structures, beam-to-column connections are assumed pin jointed. Bolted billet beam to-column connections have been used in the precast concrete industry for many years. They have many advantages over other jointing methods in component production, quality control, transportation and assembly. However, there is currently limited information concerning their detailed structural behaviour under vertical loadings. The experimental work has involved the determination of moment-relative rotation relationships for semi-rigid precast concrete connections in full-scale connection tests. The study reported in this paper was undertaken to clarify the behaviour of such connections under symmetrical vertical loadings. A series of full-scale tests was performed on sample column for which the column geometry and bolt arrangements conformed to successful commercial practice. Proprietary hollow core floor slabs were tied to the beams by 2T25 tensile reinforcing bars, which also provide the in-plane continuity across the connections. The contribution of the floor strength and stiffness to the flexural capacity of the joint is currently neglected in the design process for precast concrete frames. The flexural strength of the connections in the double-sided tests was at least 0.93 times the predicted moment of resistance of the composite beam and slab. The secant stiffness of the connections ranged from 0.94 to 1.94 times the flexural stiffness of the attached beam. In general, the double-sided connections were found to be more suited to a semi-rigid design approach than the single sided ones. The behaviour of double sided bolted billet connection test results are presented in this paper. The behaviour of single sided bolted billet connection test results is the subject of another paper.

• 한국구조물진단유지관리공학회 논문집
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• 제28권1호
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• pp.90-97
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• 2024

이 연구에서는 3D 프린팅용 HDCC를 활용하여 패류 껍질의 적층형 결합구조를 모사한 1방향 슬래브의 휨 성능을 평가하였다. 휨 성능 평가를 위하여 일반 콘크리트(RC) 및 HDCC로 일체 제작된 슬래브(HDCC)와 HDCC로 제작된 슬래브 내부에 PE-mesh를 삽입하여 층상형 구조를 모방한 슬래브(HDCC-M)를 제작하여 4점 재하 휨 실험을 수행하였다. 실험결과 HDCC-M 슬래브 실험체의 내력은 RC 및 HDCC 슬래브 실험체 대비 각각 1.7배 및 1.2배 높은 결과를 나타내었다. 또한, 항복 변위와 최대처짐량의 비율로 변위 연성비를 평가한 결과, HDCC 슬래브 실험체가 가장 우수한 값을 나타내었다. 이는 삽입된 PE-mesh로 인해 층을 분리하여 연성을 증가시키는 동시 mesh 체눈을 관통하는 각주형 HDCC가 로 내력손실을 방지하였기 때문이라고 판단된다.

• 콘크리트학회논문집
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• 제18권1호
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• pp.135-145
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• 2006

In high multistory reinforced concrete buildings, coupled shear walls can provide an efficient structural system to resist horizontal force due to wind and seismic effects. Coupled shear walls are usually built over the whole height of the building and re laid out either as a series of walls coupled by beams and/or slabs or a central core structure with openings to accommodate doors, elevators walls, windows and corridors. A number of recent studies have focused on examining the seismic response of concrete, steel, and composite coupling beams. However, since no specific equations are available for computing the bearing strength of steel coupling beam-wall connections, it is necessary to develop such strength equations. There were carried out analytical and experimental studies to develop the strength equations of steel coupling beam-connections. Experiments were conducted to determine the factors influencing the bearing strength of the steel coupling beam-wall connection. The results of the proposed equations were in good agreement with both test results and other test data from the literature. Finally, this paper provides background for design guidelines that include a design model to calculate the bearing strength of steel coupling beam-wall connections.

• 한국강구조학회 논문집
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• 제12권2호통권45호
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• pp.133-142
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• 2000

이 연구는 콘크리트 바닥판의 타설방법과 단면형태에 따른 강박스 거더 교량의 거동에 관한 것이다. 단계 타설의 경우 각 타설부분의 시간차이는 바닥판 콘크리트의 응결시간의 차이를 일으키고 이로 인하여 발생되는 교량의 시간에 따른 거동이 이 연구에서 해석되었다. 또한 거더 단면과 바닥판 콘크리트의 타설순서의 상관관계의 관한 연구를 위하여 콘크리트 크리프와 건조수축의 효과가 이 연구에서 제안된 해석모델에 포함되었다. 끝으로 바닥판 콘크리트의 초기 횡방향 균열을 방지하기 위하여 현장에서 관리할 수 있는 콘크리트 슬럼프와 상대습도가 제안되었다.