• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2006년도 Proceedings of ISRS 2006 PORSEC Volume II
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• pp.692-694
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• 2006

X-SAR images taken on the coastal waters of Hwanghe province in Korea during SIR-C/X-SAR campaign in April and October 1994 are analysed. The SAR images show the peculiar signatures like nail marks, curved long string, and vortex streets patterns and they all seem to be produced by strong interactions between the topography in the coastal waters and tidal currents. The nail mark signatures are located at the same position of small scaled sand banks and the curved line patterns are almost identical to the outer boundary of large sand banks. Based on the tidal record, all the three images are taken at the almost same phase of tidal cycles, which are close to the low tide. It seems that bottom shapes are more strongly appeared on the SAR images when the tidal currents are slow. The front between two different current velocities caused by the flows along the steep boundaries of sandbanks is also the main factors imprinting the bottom features to the sea surface SAR images

• 대한원격탐사학회지
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• 제22권5호
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• pp.415-419
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• 2006

X-SAR images taken on the coastal waters of Hwanghe province in Korea during SIR-C/X-SAR campaign in April and October 1994 are analysed. The SAR images show the peculiar signatures like nail marks, curved long string, and vortex street patterns and they all seem to be produced by strong interactions between the topography in the coastal waters and tidal currents. The nail mark signatures are located at the same position of small scaled sand banks and the curved line patterns are almost identical to the outer boundary of large sand banks. Based on the tidal records, all the three images are taken at the almost same phase of tidal cycles, which are close to the low tide. It seems that bottom shapes are more strongly appeared on the SAR images when the tidal currents are slow. The front between two different current velocities caused by the flows along the steep boundaries of sandbanks is also the main factors imprinting the bottom features to the sea surface SAR images.

• Journal of the Korean Wood Science and Technology
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• 제45권6호
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• pp.728-736
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• 2017

In this study, the bending behavior of cross-laminated timber (CLT) connected by nails were investigated. Especially, the load-carrying capacity of the nail-jointed CLT under out-of-plane bending was predicted by the lateral resistance of the used nails. Three-layer nail-jointed CLT specimens and a nail connection were manufactured by 30 mm (thickness) ${\times}$ 100 mm (width) domestic species (Pinus koraiensis) laminas and Ø$3.15{\times}82mm$ nails using a nail-gun. Shear test for evaluating the nail lateral resistance and bending test for evaluating the load-carrying capacity of the nail-jointed CLT under out-of-plane bending were carried out. As a result, two lateral resistance of the used nail, the 5% fastener offset value and the maximum value, were 913 N and 1,534 N, respectively. The predicted load-carrying capacity of the nail-jointed CLT by the 5% offset nail lateral resistance was similar to the yield points on the actual load-displacement curve of the nail-jointed CLT specimens. Meanwhile, the nail-jointed CLT specimens were not failed until the tension failure of the bottom laminas occurred beyond the maximum lateral resistance of the nails. Thus, the measured maximum load carrying capacities of the nail-jointed CLT specimens, approximately 12,865 N, were higher than the predicted values, 7,986 N, by the maximum nail lateral resistance. This indicates that the predicted load-carrying capacity can be used for designing a structural unit such as floor, wall and roof able to support vertical loads in a viewpoint of predicting the actual capacities more safely.

• Journal of the Korean Wood Science and Technology
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• 제24권3호
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• pp.65-71
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• 1996

In the design of wood structures, the consideration of the dynamic load effect has been increased. Generally, damping ratio is presented as the method of considering dynamic load effect. So, the relationship between joint type and damping ratio was investigated. It has been known that the joint extremely damp the dynamic load in wood structures. Static test was performed to determine the effects of nail size and friction area on joint strength and stiffness. Joint strength and stiffness were increased with nail size. However, the static properties of joint was not affected by friction area. Cyclic test was performed to determine the effects of nail size, friction area and load magnitude on damping ratio, Damping ratio was affected by all factors. Increasing the width of the bottom plate was suggested as the most adequate method to increase the damping ratio without the reduction of the static properties of the structures.

• 한국지능시스템학회논문지
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• 제14권4호
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• pp.506-511
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• 2004

최근 몇 년 동안 사람들의 고유한 생리적인 특징을 이용한 생체 인식은 새로운 학문으로서 연구 및 개발이 활발하게 진행되고 있다. 지금까지, 오로지 지문 인식만이 다른 생체 인식에 비해 확인과 식별 시스템들이 더 정교하고, 비싼 취득 인터페이스들과 인식 과정을 필요로 하기 때문에 온라인 보안 검사를 위하여 한정된 성공을 보았다. Hand-Geometry는 생체 인식의 확인 그리고 취득의 편리 때문에 식별 그리고 확인을 위하여 사용되고 있다. 그러므로, 본 논문은 이러한 특징을 가지는 손의 기하학적인 Hand-Geometry 인식 시스템을 제안하고자 한다. 해부학적인 관점에서, 인간의 손은 길이, 폭, 두께, 기하학적인 모양, 손바닥의 모양, 그리고 손가락들의 기하학적인 모양까지 특성으로 나타내어질 수 있다. 본 논문에서 제안한 Hand-Geometry 인식 시스템은 30개의 특징 데이터를 가진다. 그러나 특징 데이터 가운데 사용자의 Hand-Geometry의 특징에 따라 길이 데이터가 변하는 것을 실험적으로 발견하였다. 따라서 이와 같은 가변적인 길이 데이터를 안정화시키기 위하여 본 논문에서는 길이 데이터의 기준점을 손톱 아래 점으로 정하고, GA를 적용하여 보다 안정된 특징점을 추출하였다.

• 한국지반환경공학회 논문집
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• 제23권12호
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• pp.17-23
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• 2022

본 논문은 Top-down 방식과 Bottom-up 방식으로 시공된 프리캐스트 판넬식 옹벽의 안전율 변화를 PLAXIS 2D 소프트웨어를 사용하여 수치해석하였다. 수치해석 조건은 시공방식, 네일 및 판넬의 고정방법, 뒤채움재 다짐상태, 강우조건 등이 있다. Top-down 방식과 Bottom-up 방식의 차이점은 뒤채움재의 유무와 지반굴착의 방식으로, Top-down 방식은 지반을 수직으로 굴착한 뒤 시공하나 Bottom-up 방식은 지반을 경사를 주어 굴착한 뒤 모르타르 및 뒤채움재를 이용하여 판넬을 부착한다. 수치해석 결과 Top-down 방식은 Bottom-up 방식과 비교하였을 때, 우기를 제외한 모든 경우에 더 높은 안전률을 확보하였다. Top-down 방식의 우기 시 안전율 저하는 Top-down 방식으로 시공 시 프리캐스트 판넬을 부착하기 위해 사용한 모르타르가 주된 원인이 된 것으로 판단하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.279-286
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• 2002

Recently, there are many attempts to expand a temporary soil nailing system into a permanent wall due to the advantage of soil nailing system, that is efficient and economic use of underground space and decreasing the total construction cost. However, the proper design approach of a permanent soil nailing system has not been proposed by now in Korea. Permanent soil nailing system which utilizes precast concrete walls for the facing of soil nailing system Is already used in many countries. In general, the cast-in-place concrete facings or rigid walls were constructed in bottom-up way after construction of soil nailing walls finished preliminarily In this paper, various laboratory model tests have been carried out to investigate the failure mode, behavior characteristics, and tensile force at nail head in each load level in respects of the variation of stiffness of the facing.

• 한국지반공학회논문집
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• 제18권3호
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• pp.87-94
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• 2002

최근 들어 국내에서는 경제적이고 효율적인 지하굴착공법으로 쏘일네일링 벽체와 지하구조물 외벽을 합벽처리하는 사례가 많아지고 있으며, 이같은 지하외벽 일체식 쏘일네일링 공법은 기존의 지보공법과 비교해 볼 때 굴착면적을 최소화하고 시공성을 개선할 수 있는 특징 이 있다. 또한 지하외벽 일체식 쏘일네일링 공법은 지하외벽의 단면 축소와 지하수에 의한 양압력의 영향에도 대처할 수 있는 장점이 있으나 아직까지는 이에 대한 연구가 미흡하여 보수적으로 설계되고 있는 실정이다. 이를 위해 본 연구에서는 실내모형실험을 통해 전면벽체의 강성에 따른 쏘일네일링 보강토체의 거동 및 네일의 두부에 작용하는 인발력을 분석하여 전면벽체의 강성에 따른 쏘일네일링 벽체의 파괴유형을 규명하고 사용상태 및 한계상태에서의 변위양상 및 네일 두부에서의 인장력 분포를 분석하였다. 또한 전면판의 강성이 쏘일네일링 벽테의 전체 안정성에 미치는 영향을 분석하였으며, 향후 전면벽체의 강성에 따른 지반-네일의 상호작용에 대한 모델개발에 필요한 기초적인 자료를 제공하고자 한다.

• 보존과학연구
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• 통권7호
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• pp.278-291
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• 1986

In this report the practical case of Viking ship's conservation in Denmarke specially among the Eurpoean nations is introduced. The contents of it are summarized as follows :From 1957 to 1962 the Danish National Museum Salvaged five Viking ships from the bottom of Roskilde Fjord, Which were composed of the pieces of timber whose surface was soft because they had lain on the sea bed for about a thousand years. Excavation had been carried out in the same way as in the field by driving down a sheet piling around the wrecks and pumping the water out. These pieces of the wreck ships were packed in airtight plastic bags one by one to be transported for Brede and then immidiately had to go through the treatment for conservation. The conservation treatment process for the pieces includes three steps ; the preliminary process prior to the hardening treatment, the hardening and the assemble of the ships. In the first step ; the preliminary process, all remains of mud and shells from the fjord bed are washed off, and measuring followed ; every single piece of wreckage was drawn so that the form and size of the piece, nail holes, and breaks were registered before conservation. In the second ; the hardening treatment step, the pieces of the woreckage were filled with P.E.G. This Polyethylene Glycol method was the best to handle in the subsequent mounting of the ships in the museum. In the final, the Glycol-treated pieces were pieced together to spips with support of a system of reinforcements. They were to fit in place after corrections of the form were made several times.

• 지질공학
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• 제17권4호
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• pp.525-534
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• 2007

선단 확장식 소일네일링 공법의 특징은 천공홀보다 큰 직경의 특수 비트로 공저 30cm 정도를 확장하고, 천공직경보다 큰 쐐기형 몸체를 접어서 공저에 삽입한 다음, 쐐기형 몸체를 펼쳐 공벽에 밀착되도록 한 후 그 주위를 그라우팅하고 지반에 정착시키는 공법이다. 본 연구에서는 개발된 공법의 효과를 입증하기 위해 길이 1,300mm, 폭 1,000mm, 높이 1,100mm의 토조에 모형지반을 조성한 후 인발 및 하중재하실험을 실시하였고, 동일한 실험조건으로 일반 소일네일링과 비교하였다. 선단 확장식 네일링이 일반 네일링 공법에 비하여 인발력은 23% 정도 증가하였으며, 벽체의 수평변위는 $1.2{\sim}9.1%$ 정도 감소하였다. 또한 네일에 작용하는 축력은 선단 확장식은 7tonf, 일반 네일은 5tonf이후에서 크게 증가하였으며, 축인장 변형율 분석결과 예상 파괴선이 변체로부터 먼거리에 선단 확장식이 위치하고 있음을 확인하였다. 이들 결과로부터 선단 확장식 네일링이 일반적인 소일네일링 공법에 비하여 보강효과 면에서 우수한 공법임을 입증하였다.