• 대한관절경학회지
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• 제8권2호
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• pp.103-108
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• 2004

목적: 견관절의 전방 불안정성이 있는 환자에서 관절경하 생체흡수형 knotless anchor를 이용한 치료 결과를 객관적 및 주관적 평가를 통하여 알아보는데 있다. 대상 및 방법: 2003년 1월부터 2003년 6월까지 본원에서 외상성 견관절 전방 불안정성에 대하여 관절경하 생체흡수형 knotless anchor를 이용하여 Bankart복원술을 시행하고 평균 12개월 추시된 15예를 대상으로 하였다. 환자 구성은 남자가 14명, 여자가 1명이었으며, 평균 연령은 24세 (16세${\sim}$42세)였다. 평균 추시 기간은 14개월(12개월${\sim}$18개월)이었다. 수술시간은 같은 저자에 의해 2002년 1월부터 2002년 10월까지 suture anchor 술기를 이용하여 관절경하 Bankart 복원술을 시행한 20예와 비교하였다. 결과: 수술 후 탈구의 재발이나 아탈구의 발생은 없었으며 Rowe등에 의한 기능적 평가에서 평균 89.4점이었고 환자의 주관적 만족도는 평균 87.5였다. 최종 추시시의 견관절 운동 범위는 각각 굴곡이 평균 171도, 외회전이 평균 54도로 측정되었고 전 예에서 결과에 만족하였으나 3예에서 운동시 불안감각이 남아 있었다. 수술시간은 suture anchor 술기를 이용한 Bankart 복원술에서 1개의 매듭 당 평균 25.5분이 소요되었지만, 생체흡수형 knotless anchor를 이용시 1개의 anchor당 소요 시간은 평균 16.5분으로 의미 있게 감소됨을 알 수 있었다(P<0.05).결론: 견관절 전방 불안정성의 원인인 Bankart병변의 치료에 있어 knotless anchor 술식은 관절낭의 적절한 긴장을 획득하고 수술 시간을 단축하는 장점이 있으며 탈구나 아탈구의 재발없이 견관절 불안정성을 치료할 수 있는 유용한 방법으로 사료된다.

• 헤리티지:역사와 과학
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• 제55권4호
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• pp.6-22
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• 2022

본고에서는 서·남해안에서 출수된 닻돌 228점의 유형을 분류하고, 유형별 결합 방식 상정, 출수 위치를 통한 항로 및 묘박지 추정 등을 시도하였다. 유형 분류에 앞서 닻돌의 무게, 두께, 너비, 길이를 측정하였는데, 묘박(錨泊)에서 가장 큰 영향을 끼치는 무게를 I~V군으로, 닻돌의 형태는 1~6형으로 구분하였다. 이러한 무게와 형태의 상관 관계를 통해 모두 17개의 유형으로 분류하였다. 유형별 결합 방식은 출수된 닻돌의 기준값 형태적 특징에 따라 무게가 180kg 이하이면서, 형태가 1·2형인 것은 닻장에 결합하여 사용하는 닻으로, 무게가 180kg 이상이며 형태가 3~6형인 것은 닻채에 결합하여 사용하는 닻으로 상정하였다. 이와 함께 과거 기록과 지역 주민의 증언을 통해 항로와 묘박지(錨泊地)를 파악하고 이를 실물자료와 대조하였다. 항로는 대체로 과거 기록과 그 위치가 일치했지만, 새로운 항로가 섬 인근이나 내륙 인접 해역에서 확인되기도 하였다. 묘박지의 경우 닻돌 집중 분포지인 태안 마도 해역과 진도 벽파진 해역(珍島 碧波津 海域)에서 소형, 대형 닻돌들이 출수되는 양상을 볼 때, 여러 크기의 선박이 두 해역에 묘박하였다는 증언과 일치하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.537-544
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• 2003

Mass movement of anchored walls is defined and its characteristics were discussed. A beam on elasto-plastic foundation modeling of soldier pile and woodlagging tieback walls or anchored walls was developed and used in practice. However, the behavior of an anchored wall can not be predicted well, if the locations of anchor bonded zone are near the wall. Mass movement is defined as the movement of anchor bonded zone due to the excavation without the change in the anchor load. Case histories of anchored walls were analyzed and the normalized mass movement chart were developed. This mass movement chart can provide the idea how to locate anchors to minimize the deflection of the wall. The further the anchor bonded zone is located from the wall, the less the movement of the wall due to excavation occurs.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.93-98
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• 2001

This study is to develop the end anchorage of external steel reinforcement of RC slab bridges. External prestress method using the existing steel is that When the anchorage is installed in slab end, a plenty of anchor bolts were required because the only tangential stress of anchor bolt received a tendon force. Then, for this reason, the wide end anchorage was required and the shape was complicate. But this reinforcement method using method that inserts anchor key at concrete surface cut a groove gets big internal force comparing to the anchorage using existing anchor bolt. Furthermore, the number of anchor bolt for installing apparently will be reduced, and the operation will be convenient because a small anchorage of a simple shape will be received a great tendon force

• 한국건축시공학회지
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• 제5권4호
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• pp.139-144
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• 2005

A ground anchor system is used as a load carrying element in soil work. The conventional systems with ground anthers bring about the anchorage loss of wedges when anchors are installed for the support of soil structures. Hence we developed the new type of anchor system using both the spacing apparatus and spring (length 60mm, diameter 6mm). In this system, we tan directly check the condition of wedges and PS strands and modify the problems with the slip and anchorage of wedges under construction. For demonstrating the superiority of this system, we carried out a series of the laboratory test. Consequently, we can obtain satisfactory result (18.99$\%$ reduction to the loss of conventional systems). Moreover, the replacement of wedges is easy and simple when retensioning of strands.

• 대한기계학회논문집B
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• 제22권8호
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• pp.1041-1051
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• 1998

The fluid dynamic properties of a circular arc type sea anchor were calculated by a discrete vortex method. The flow for the surface of the sea anchor was represented by arranging bound vortices at adequate intervals. The simulations were performed by assuming that the separations occur at edges. With time, the drag coefficient was almost constant but the lift coefficient oscillated in a cycle by von Karman's vortex street. As the camber ratios increase, the drag coefficient and Strouhal number were almost constant but the oscillating amplitude of the lift coefficient increased largely.

• 한국산업융합학회 논문집
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• 제9권4호
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• pp.309-315
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• 2006

Important material properties of UCAS rod can divide by tension characteristic of base rod part and both end part of U type anchor. Tensile properties of base rod part need as concrete reinforcement material as an alternative material of reinforcing rod, and tensile properties of U type anchor is used at connection with UCAS rod. This treatise carry out tensile test of UCAS rod, examine necessary properties such as strength, elastic modulus and maximum capacity of UCAS rod as reinforcement material of concrete. Also, to examine material properties carry out tensile test of U type anchor.

• 해양환경안전학회지
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• 제6권1호
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• pp.77-83
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• 2000

En coastal area, many submarine facilities such as pipes and cables are installed on/under the sea bed. Also, there are heavy traffic due to numerous vessels which call in ports or navigate passages in adjacent water. Therefore, the frequency of dropping anchors will be increased to avoid various dangerous situations. When an anchor is dropped from vessel on the sea bed, the anchor strikes on the sea bed, and then, the anchor penetrates to certain depth into the sea bed. In this case, sometimes submarine facilities on/under the sea bed may be damaged by the strike or the maximum penetrating depth of anchor. In this paper, some approximate equations on the strike and the penetrating depth of anchors have been derived on the basis of actual data, and the results are expected to use as basic design data of related facilities.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.1009-1014
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• 2001

This study is to develop the end anchorage of external steel reinforcement of RC slab bridges. External prestress method using the existing steel is that When the anchorage is installed in slab end, a plenty of anchor bolts were required because the only tangential stress of anchor bolt received a tendon force. Then, for this reason, the wide end anchorage was required and the shape was complicate. But this reinforcement method using method that inserts anchor key at concrete surface cut a groove gets big internal force comparing to the anchorage using existing anchor bolt. Furthermore, the number of anchor bolt for installing apparently will be reduced, and the operation will be convenient because a small anchorage of a simple shape will be received a great tendon force.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.1097-1102
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• 2001

Seismic safety of continuous span concrete bridge can be enhanced by distributing a large seismic lateral load to each supporting pier. A new viscoelastic device called Shock Transmission Unit(STU), which is a simple cylinder-piston assembly packed with a so-called silicone putty compound, enables the lateral seismic load to be transmitted to the pier by installation of the device to movable bearings of the bridge. The seismic safety of concrete bridges having the STU depends on not only safety of the bridges globally but also safety of anchor systems which anchors the STU to concrete pier. An experimental investigation is performed to study the behavior of cast-in-place anchor and post-installed anchor subjected to shear load statically and cyclically according to different edge distance, embedment length, and anchor spacing. Finally, the experimental results are compared with results by design methods of ACI and CCD, and results by FEM analysis.