• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2004년도 학술대회지
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• pp.39-44
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• 2004

A heat and room temperature construction method of asphalt have been mainly applying to rooftop waterproofing in concrete structure, and the rest construction method are sheet, membrane and mortar waterproofing construction method. In particular, joint method in sheet waterproof method is as overlap joint which on being reinforced with fiber and tape, have been applying for job site to mechanical fix using protection disk and anchorage and metal ironwork on the end of sheet. These construction method cause cutting off joint of sheet as behavior of structure according to repairs of sheet itself and thermal conduct, outdoor air environment. In conclusion, we analyzed and examined the application of various sheets and piece ashes about superior 'I' joint which divide from one and the other sheet and progressed about joint construction method of fixing method for overlap.

• 대한치과교정학회지
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• 제10권1호
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• pp.95-103
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• 1980

The present paper describes 3 clinical cases in which the orthodontic treatment was effected by the Bioprogressive therapy following the extraction of the upper and lower first premolars. What is most noteworthy in the present treatment is the use of a systems approach to diagnosis and treatment by the application of the visual treatment objective in planning treatment, evaluating anchorage and monitoring results, and the rest being performed routinely by the Bioprogressive mechanism. The result achieved by this method is very favorable and the efficiency of the Bioprogressive therapy is quite satisfactory.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회논문집(II)
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• pp.559-565
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• 1998

Flexural tests on 2.4m long reinforced concrete beams with epoxy-bonded GFRP plates are reported in these tests. The selected experimental variables are strengthening plate length, plate thickness, plate width and the method of anchoring the plate ends. The effects of these variables in overall behavior are discussed. The results generally indicate that the flexural strength of strengthened beams is increased. The ductile behavior of tested beams in inversely proportional to the plate thickness, plate width. The use of an U-jacket plate provided a proper anchorage system and improved the ductility of beams.

• 대한치과교정학회지
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• 제32권2호통권91호
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• pp.107-115
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• 2002

본 연구는 교정적 고정원을 얻기 위하여 micro-implant(Osas$^{(R)}$, Epoch medical)를 drill method와 drill-free method로 매식시, 조기 교정력에 대한 각각의 경우 micro-implant의 역학적 안정성 및 조직학적 생체 적합도의 차이를 알아보고자 시행하였다. 두 마리의 실험견(beagle dog)을 대상으로 상, 하악 협측과 구개부위에 좌우측을 구분하여 drill method 군과drill-free method 군으로 나누어 매식하였다. 매식 한 재료는 직경 1.6 mm의 micro-implant를 사용하였으며, drill method 군 16개, drill-free method 군 16개, 총32개의 micro-implant를 식립하였다. 교정력은 매식 후 1주 뒤에 Ni-Ti coil spring(Ni-Ti springs-extension$^{(R)}$, Ormco)으로 200 gm - 300 gm의 힘을 적용하였다. 동요도 검사는 희생 전에 Periotest$^{(R)}$(Siemens)로 측정하였다. 매식 12주 후에 관류고정 하였으며 시편은 레진 포매하여 Exakt system$^{(R)}$(Exakt)을 이용하여 비탈회 표본을 제작하였다. 표본은 H-E 염색한 뒤, 광학 현미경 상에서 검경하여 조직학적 소견을 분석하였고 조직계측학적 측정은 골접촉률과 골밀도로 분석하였다. 위와 같은 실험을 통하여 매식한 micro-implant의 탈락률과 동요도, 골접촉률 및 골밀도로 drill method 군과 drill-free method 군의 역학적 안정성 및 조직학적 생체 적합도를 비교, 분석한 결과 다음과 같은 결론을 얻었다. 1. micro-implant와 골의 계면은 기계적 접촉 뿐만 아니라 골유착도 있었다. 2. micro-implant의 탈락은 drill method 군이 더 높았다. 3. 동요도는 drill method 군이 전반적으로 더 컸다. 4. micro-implant와 골접촉 정도는 전반적으로 drill-free method 군에서 양호했다. 5. micro-implant 나사산 사이 내에 존재하는 골밀도는 전반적으로 drill-free method 군에서 더 높았다. 결론적으로, micro-implant는 매식시 drill-free method가 drill method보다 탈락률과 동요도 및 골접촉률과, 골밀도에서 더 우수한 결과를 보여 drilling 과정이 안정성과 골조직 치유 및 골유착에 영향을 미친다고 판단된다.

• Steel and Composite Structures
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• 제11권3호
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• pp.233-250
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• 2011

An experimental study has been carried out to reveal the shear-bond failure mechanism of composite deck slabs. Thirteen full scale simply supported composite slabs are studied experimentally, with the influence parameters like span length, slab depth, shear span length and end anchorage provided by steel headed studs. A dozen of strain gauges and LVDTs are monitored to capture the strain distribution and variation of the composite slabs. Before the onset of shear-bond slip, the longitudinal shear forces along the span are deduced and found to be proportional to the vertical shear force in terms of the shear-bond strength in the m-k method. The test results are appraised using the current design procedures. Based on the partial shear-bond connection at the ultimate state, an improved method is proposed by introducing two reduction factors to assess the moment resistance of a composite deck slab. The new method has been validated and the results predicted by the revised method agree well with the test results.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제29권6호
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• pp.513-519
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• 2007

Typical surgical methods for the treatment of mandibular fractures include intermaxillary-fixation (IMF) for obtaining temporary intraoperative occlusion. Traditionally IMF has been achieved with arch-bars or interdental eyelet wiring. However, these techniques are time-consuming procedures, can produce periodontal damage, and are not well tolerated by the patient even under local anesthesia. Moreover, daily maintenance of oral hygiene is difficult for patients with an arch bar. Recently, intermaxillary fixation using intraoral skeletal anchorage screws (SAS) has been introduced for the treatment of mandibular fractures. This method solves the problems above, but they have the potential for tooth damage, screw fractures and intraoperative occlusal instability. In this study, patients with mandiblular fractures were divided into three groups. Group 1 was treated by IMF using archbars(both maxilla and mandible), Group 2 was treated with SAS(maxilla) and arch-bar (mandible), Group 3 was treated with SAS(both maxilla and mandible). The aim of this study was to evaluate the influence of the different IMF methods on periodontal tissue health and intraoperative occlusal rehabilitation about each groups, and to discuss the most favorable IMF method.

• 한국구조물진단유지관리공학회 논문집
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• 제5권3호
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• pp.141-152
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• 2001

This paper presents the evaluation of behavior and the prediction of tensile capacity of anchors that can cause a failure of the concrete on the basis of the design for anchorage. Tests of cast-in-place headed anchors, domestically manufactured and installed in uncracked and unreinforced concrete member are conducted to test the effected of embedment length and edge distance. The failure modes and the load-deformation responses of the anchors are discussed and then the concrete failure data are compared with capacities by the two present methods : the 45 degree cone method of ACI 349, 318 and the concrete capacity design (COD) method. Differences between the results by test and by two prediction methods are analyzed Finite Element Method (FEM).

• Computers and Concrete
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• 제28권6호
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• pp.621-634
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• 2021

For the reliable strut-and-tie model (STM) design of disturbed regions of concrete members, structural designers must accurately determine the strength of concrete struts to check the strength conditions of a selected STM el and the anchorage of reinforcing bars in nodal zones. In this study, the author proposed a consistent numerical method for strut strength, applicable to all two-dimensional STMs. The proposed method includes the effects of a biaxial stress state associated with tensile strains in reinforcing bars crossing a strut, deviation angle between strut orientation and compressive principal stress flow, and degree of confinement provided by reinforcement. The author examined the method's validity through the STM prediction of the ultimate strengths of 517 reinforced concrete (RC) deep beams, 24 RC panels, and 258 RC corbels, all tested to failure.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 봄 학술발표회 논문집
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• pp.117-124
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• 1998

Static load tests were performed to propose the appropriate strengthening method of R/C deep beam using Carbon Fiber Sheets and compared to those of nonlinear structural analysis. Fiber direction and anchorage method on the deep beam specimen were chosen as experimental variables, which lead to the following conclusions that initial shear cracks are independent of strengthening method and fiber directions perpendicular to the expected fracture mode, which was given by the nonlinear structural analysis, show better performance compared to those of horizontal and vertical fiber directions.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.309-312
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• 2008

철근콘크리트구조(RC)는 경제성이 뛰어나 가장 널리 사용되고 있지만, 인장응력에 취약하고 콘크리트의 자중이 커서 처짐 제어가 어렵다는 단점이 있다. 프리스트레스트콘크리트구조는 이를 극복할 수 있는 가장 효율적인 방법으로 이미 오래전부터 알려져 있지만 국내에서는 건축 현장 여건 때문에 적용사례가 매우 드물다. 특히, 대부분 부정정 구조물인 건축물에 적합하면서 일체성을 확보할 수 있는 포스트텐션(PT) 공법은 국내에서는 최근에서야 비로소 몇몇 건축 현장에 도입하기 시작하였다. 그러나 전구간 포스트텐션 공법을 적용하는 것에는 현장여건상 여전히 많은 엔지니어들이 부담을 가지고 있는 것이 현실이다. 따라서 본 연구에서는 RC구조의 처짐억제 효율성을 높이면서도 현장 실무자들에게 부담을 최소화 할 수 있는 현실적 대안으로 부분 구간에만 PT공법을 적용시키는 방법을 제안하고 거동 특성을 분석하였다. 본 연구에서는 부분 구간PT공법의 적용성을 높이기 위하여 상향긴장방식을 적용하였으며, 실제 현장적용을 통하여 얻은 계측값과 해석결과의 비교를 통하여 거동 특성을 분석하였다.