• Journal of the Korean Academy of Esthetic Dentistry
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• v.29 no.2
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• pp.66-74
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• 2020

Communication and cooperation between dentists and dental technicians are two essential elements for the fabrication of high quality 'custom' prosthesis. For successful communication and cooperation between the two groups, however, dentists and dental technicians must share common understanding about clinical dentistry. Ironically, it is often noticed that they are not really sharing the same clinical knowledge. Although there is a strong association between 'Emergence Profile' of implant prostheses and periodontal health or esthetics, no definite guideline has ever been provided for ideal emergence profile of implant prosthesis in literature. Problems resulted from inherent differences between implants and natural teeth must be acknowledged and shared between dentists and dental technicians so that they can come up with desirable clinical results with implant prostheses.

• 한국방재학회:학술대회논문집
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• 2007.02a
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• pp.37-40
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• 2007

Although masonry buildings fell into disfavour in the 1990's because of factors such ac bricklayers' high labor costs, bad reputation of poorly constructed masonry, masonry face wall is still preferred in korea as well as in other countries for its decorative value. Recently may problems with masonry face wall with opening have been reported, including cracks, deflection, swelling and even wall collapse in old masonry buildings, that mainly induced from the corrosion of connecting materials. So, it is necessary to develop the effective and uncorrosion connector. Therefore, this study aims to investigate the structural performance of masonry face walls with opening constructed by new connectors, spiral stainless anchors and to provide basic data for the field application of this method. The specimen reinforced bed joint has maximum load and displacement any other specimens.

• Journal of Veterinary Clinics
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• v.17 no.1
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• pp.266-269
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• 2000

Tracheal collapse at the thoracic inlet is described in a 4 year-old female yorkshire terrier. The initial presenting signs included coughing, dyspnea, cyanosis and collapse. Diagnosis was based upon the clinical signs, physical examination, plain radiography and fluoroscopy. The collapse was corrected by the aplication of a neumber of modified total ring prostheses (m-TRP) applied to the cervical trachea. Clinical complicatons were minimal and limited to mild, short-term coughing. The present study indicated that m-TRP were easy to apply to tracheal collapse and were able to decrese clinical signs. Therefore, m-TRP may be applied to tracheal collapse as new prostheses.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.05a
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• pp.805-810
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• 2002

An experimental study was carried out to evaluate the structural performance of new retrofitting technology using high performance carbon fiber bar and strengthening metal fittings. Experimental programs were accomplished to evaluate the structural performance of test specimens, such as load-displacement relationship, crack propagation, ductility, and strain of retrofitting materials etc.. Specimens(BCR2, BCR2-AF1) designed with the new retrofitting technology using high-performance carbon fiber bar and strengthening metal fittings showed much higher load-carrying capacity and ductility compared to specimens(BC1P, BC2P, BS30) designed with the conventional retrofitting method.

• The Journal of Korean Academy of Prosthodontics
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• v.36 no.6
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• pp.867-877
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• 1998

The purpose of this study was to investigate the ideal locations and dimensions of bristles for the patients who were installed with fixed prostheses and severely involved periodontitis. The models of 16 pts were analysed and the resullts were as follows: 1. There were no tooth brushes in the market, which were proper for the patients who were installed with fixed prostheses and had severely periodontally involved teeth. 2. The neck portion of the tooth brush should be narrow as possblly. 3. The size of tooth brush should be analyzed by the size of arch. 4. The width of tooth brush should be analyzed by the degree of bone recession. 5. The custom made tooth brush may be ideal, if possible.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.59-60
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• 2010

This paper presents the flexural capacities of biaxial hollow slab with donut type hollow sphere. To verify the punching shear capacities of this biaxial hollow slab, punching shear tests were performed. The test parameter was the areas of critical section which were determined by the number of hollow spheres in critical section.

• 월간 기계설비
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• no.2 s.199
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• pp.56-65
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• 2007

표준품셈 487개 항목이 제·개정됨에 따라 건설공사의 예정 가격이 전반적으로 하락할 전망이다. 특히 올해 새로 도입될 표준품셈 상시관리시스템이 작동하면 내년 표준품셈 개편폭은 더욱 확대된다. 건설교통부는 지난 1월 4일 기계설비 등 5개 공종에 걸친 487개 표준품셈 항목을 신설·개정했다고 밝혔다. 이번 개편의 특징은 기존 기관별 요구사항을 단순 반영하는 것이 아니라 건교부가 직접 목표량을 설정해 직접 발굴했고 기계설비, 토목터널 부문이 집중 개선된 점이다. 기계설비 부문의 경우 밸브 및 콕류, 신축이음쇠, 잡철물, 방열기, 위생기구, 소화전 등의 항목이 대폭 개정됐다. 이번 개편에 이어 전체 표준품셈 2,460개 항목 가운데 503개 항목이 추가로 조정돼 내년 초 공표된다. 특히 표준품셈 상시관리시스템이 올해 상반기 가동되면 내년 초 공표될 항목은 이보다 더욱 늘어날 전망이다. 정부의 시스템 운용방침이 당초 계획된 2개년 목표치(990개 항목) 외에 추가 항목을 발굴하는 것이기 때문이다.

• Journal of Technologic Dentistry
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• v.42 no.4
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• pp.409-417
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• 2020

This case study is aimed at introducing a full-mouth rehabilitation of a patient with severe tooth wear using fixed prosthesis. This is a case report of a patient with severe wear dentition with changing vertical dimension. In line with using prosthetic treatment, patient adaptation was verified with provisional restorations followed by diagnostic wax-up. Function, esthetics, and occlusal stability were verified during a 4-week follow up period. Prosthodontic reconstruction based on systemic analysis, diagnosis, and treatment plan led to satisfactory results after delivery of definitive prosthesis. Prosthetic treatment of severe wear dentition was functionally and esthetically successful. Dentists and dental technicians would be able to develop better treatment approaches using fixed dental prosthesis.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.28 no.1
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• pp.93-100
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• 2015

Modern wooden structures usually are connected with steel fastener type connectors. And joints using multiple connectors in wooden structures will form semi-rigid connection. If connection in wooden structure would be designed to be pinned joint, the underestimate for loads transmitted through connection, would result in the deficient capacity of resistance in connection. And if joints in wooden structures would be assumed to be fully-rigid joint, amount of fasteners needed at the connection could be excessively increased. It will give a bad effect in the view of beauty, constructability and economy. Estimate for the reasonable stiffness of connection might be essential in design of reasonable connection in wooden structure. This paper will suggest analysis modelling technique that can represent approximate stiffness of connections using a common analysis program for double shear connection in order to give help in performing easily the design of wooden structure. It is verified that the suggested approximate analysis modelling technique could represent the behavior in connection by comparing the analysis results with test results for tensile, bending moment.

• Journal of the Korean Wood Science and Technology
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• v.44 no.1
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• pp.40-47
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• 2016

Instead of metal connector generally used on the structural glued laminated timber rahmen joints, the GFRP reinforced laminated plates combining veneer and GFRP (Glass Fiber Reinforced Plastic) and bonded type GFRP rod were used as the connectors. As a result of moment resistance performance evaluation on the joint part applied with these connectors, the yield moment of specimen using the GFRP reinforced laminated plates and GFRP rod pin was measured 4 % lower in comparison to the specimen (Type-1) using the metal connectors, but the initial rotational stiffness was measured 29% higher. Also, the yield moment and rotational stiffness of the specimen using the GFRP-reinforced laminated plates and wood (Eucalyptus marginata) pin showed were measured 11% and 56% higher in comparison to the Type-1 specimen, showing the best performance. It was also confirmed through the failure shape and perfect elasto-plasticity analysis that it showed ductility behavior, not brittle fracture, from the shear resisting force by the pin and the bonding strength increased and the unification of member was carried out. On the other hand, in case of the specimen bonded with GFRP rod, it was impossible to measure the bonding performance or it was measured very low due to poor bonding.