• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.1723-1728
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• 2000

This paper deals experimentally with the effect of the sound-damping sheet on building wall system; brick wall, light wall panel, and gypsum board. Experimental results show that when the sound-damping sheet is attached on wall systems, the mass and/or damping effects result in increasing of STL of wall system depending on the characteristics of the original partition. It is pointed out that the performances of sound damping sheets must be presented with specific wall structures that applied, not by the sound transmission loss of the sheet itself.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.276-285
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• 2006

Application of anchored or strutted wall system for the earth retention of excavation works in a populated urban area or a poor soil deposit can be limited due to various restrictions. Since the strut becomes longer in a wide excavation site, the stability of an earth retaining wall is decreased, the wall deformation is increased, and the ground settlement is also increased due to an increased buckling or bending deformation of struts. Especially, in a populated urban area, the installation of anchors can be problematic due to the property line of adjacent structures or facilities. Thus, a new concept of earth retaining system like Self-Supported diaphragm Wall can solve several problems expected to occur during excavation in the urban area. In this study, Numerical analyses of counterfort diaphragm wall was introduced and the monitored data from the site was compared with the original results of numerical analyses. Also, in the case of the deep excavation applied the counterfort diaphragm wall, numerical analyses was performed to predict the wall deformation and the reinforcement to reduce the wall deformation was suggested.

• 한국시뮬레이션학회논문지
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• 제14권2호
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• pp.35-43
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• 2005

Feedwater heaters of many nuclear power plants have recently experienced wall thinning damage, which will increase as operating time progresses. As it is judged that the wall thinning damages have generated due to local fluid behavior around the impingement baffle installed in downstream of the high pressure turbine extraction steam line to avoid colliding directly with the tubes, numerical analyses using PHOENICS code were performed for two models with original clogged impingement baffle and modified multi-hole impingement baffle. To identify the relation between wall thinning and fluid behavior, the local velocity components in x-, y-, and z-directions based on the numerical analysis for the model with the clogged impingement baffle were compared with the wall thickness data by ultrasonic test. From the comparison of the numerical analysis results and the wall thickness data, the local velocity component only in the y-direction, and not in the x- and z-direction, was analogous to the wall thinning configuration. From the result of the numerical analysis for the modified impingement baffle to mitigate the shell wall thinning, it was identified that the shell wall thinning may be controlled by the reduction of the local velocity in the y-direction.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2003년도 ICCAS
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• pp.746-751
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• 2003

A method of measuring the length of defects on the wall of the spent nuclear fuel pool using the image processing and a laser slit beam is proposed. Since the defect monitoring camera is suspended by a crane and hinged to the crane hook, the camera viewing direction can not be adjusted to the orientation that is exactly perpendicular to the wall. Thus, the image taken by the camera, which is horizontally rotated along the axis of the camera supporting beam, is distorted and thus, the precise length can not be measured. In this paper, by using the LASER slit beam generator, the horizontally rotated angle of the camera is estimated. Once the angle is obtained, the distorted image can be easily reconstructed to the image normal to the wall. The estimation algorithm adopts a 3-dimensional coordinate transformation of the image plane where both the laser slit beam and the original image of the defects exist. The estimation equation is obtained by using the information of the beam projected on the wall and the parameters of this equation are experimentally obtained. With this algorithm, the original image of the defect taken at arbitrary rotated angle can be reconstructed to an image normal to the wall. From the result of a series of experiments, the accuracy of the defect is measured within 0.6 and 1.3 % error bound of real defect size in the air and underwater, respectively under 30 degree of the inclined angle of the laser slit beam generator. Also, the error increases as the inclined angle increases upto 60 degree. Over this angle, the defect length can not be measured since the defect image disappears. The proposed algorithm enables the accurate measurement of the defect length only by using a single camera and a laser slit beam.

• 헤리티지:역사와 과학
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• 제53권2호
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• pp.140-155
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• 2020

본 연구는 강진 무위사 극락보전의 수리 자료, 행정 문서 등의 분석을 통해 시기별 벽체 수리 내용을 살펴보고, 건물에 설치된 벽체의 재료와 시공기술이 어떠한 차이점 및 공통점을 갖는지 살펴보는 것을 목적으로 한다. 해체 수리 시기는 1935년, 1956년, 1982~3년 이뤄진 수리를 대상으로 그 전후 시기의 과정을 함께 분석하였으며, 연구를 통해 도출한 결과는 다음과 같다. 첫째, 1935년 해체 수리 시 진행된 벽체공사에서 외엮기는 원래의 것을 준수하고, 초벽·재벌·정벌은 기존과 다른 재료가 사용된 것을 확인하였다. 벽체의 구성 재료에는 초벽은 점토, 석회, 강사, 재벌은 모래, 회반죽, 정벌은 회반죽과 해초풀이 사용되었다. 둘째, 1956년 수리 시 확인한 벽체의 외엮기 구성 방식은 껍질째 가는 잡목을 가로·세로외로 사용하였고, 새끼줄을 이용해 대각선으로 엮는 방법으로 설치된 것을 확인하였다. 또한, 측면 벽체 훼손 상태를 통해 벽선과 유사 크기의 중깃이 상·하인방에 결구된 방식임을 확인하였다. 셋째, 1982~3년 수리공사에서는 외엮기 방식은 재래의 수법을 따른다고 하였고, 직접 피운 생석회(소석회)와 모래, 황토, 여물, 해초풀을 섞어 회사벽을 구성하였다. 넷째, 시기별 수리공사 내용을 종합하였을 때, 외엮기 방식은 1900년 이전의 방식이 명확하였으며, 초벽에 사용된 재료는 1935년 이후 재료의 변화가 있었다. 다섯째, 수리별 사용되는 재료는 달라졌지만, 각 공사마다 유의할 점에 대해 표기한 부분에서 문화재 수리 원칙에 대한 공통적인 견해를 갖고 있는 것으로 볼 수 있다.

• 건축역사연구
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• 제29권1호
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• pp.21-37
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• 2020

The purpose of this paper is to reconstruct the original floor plan and wall design of Seokbulsa Grotto in Kyungju; commonly known as 'Seokguram'. The paper presents an array of dimensional studies of the existing Seokguram to examine its architectural form, and infers the original floor plan and wall design of Seokbulsa Grotto. Seokbulsa Grotto is designed as a system of 'coherent modules' and was constructed using the dry stone method, which interlocks large stone modules into a whole that becomes the load-bearing structure itself. The design principles governing Seokbulsa Grotto are the spatial axis of symmetry, modular coordination, and the layout grid of a quarter Tang-Ruler(TR: 唐尺). Dimensional studies were conducted with these governing principles in mind and concludes the following about the original floor plan design. In the main chamber, Ansang-stone's radius is 12 TR, and Flagstone's radius is 12¼ TR. In the front chamber, the width between the two Ansang-stones facing each other is 22 TR and the longitudinal space depth is 12 TR, while the width between the two Flagstones facing each other is 22½ TR and Flagstone's depth is 12 TR. In the passageway, the width between the two Ansang-stones facing each other is 11½ TR and longitudinal space depth is 9 TR, while the width between the two Flagstones facing each other is 12 TR and Flagstone's depth is 7¾ TR. The distance from the center to the entrance line of the main chamber is 10½ TR. Therefore, the total longitudinal length of the Grotto is 43½ TR at the level of the Ansang-stones, and 44 TR at the level of the Flagstones.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2009년도 9th International Meeting on Information Display
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• pp.931-934
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• 2009

EHA(ethylhexyl acrylate), well known for the prepolymer used for PDLC, was used for the LC/polymer composite system for pixel isolated LC (PILC). In order to improve the polymer wall structures of EHA, various acrylate prepolymers were blended with EHA prepolymer.

• 한국실내디자인학회논문집
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• 제41호
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• pp.36-44
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• 2003

This study is arranged the principles of the preservation and restoration in pre-modern architecture, presented guideline of the interior restoration in there, and attempted relative-analysis by cases of Japan in wall and ceiling. The method of Original-restorations and Repairs must be preserved in materials and technologies in order to hand over the future generations. The process and method of restorations are the important Cultural Properties as Architecture's itself.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.1478-1486
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• 2009

As a conventional line-fitting method, the Bouwer and Rice method has been popularly adopted to estimate the hydraulic conductivity of an aquifer through a slug test. Because a ventical cutoff wall is usually very compressible and features a small wall thickness, the Bouwer and Rice method should be carefully used for the vertical cutoff wall. In addition, a relatively impermeable layer, called a filter cake, formed at the interface between the cutoff wall and the natural soil formation makes it difficult to use the Bouwer and Rice method directly. In order to overcome such limitations, the original Bouwer and Rice method is modified by incorporating the concept of the flow net method. In this modification, the geometry condition of cutoff walls including the filter cake is effectively considered in evaluating the hydraulic conductivity of a vertical cutoff wall.

• 자원환경지질
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• 제52권2호
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• pp.169-188
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• 2019

이 연구에서는 계족산성 원형성벽의 디지털 데이터베이스 구축을 위해 무인항공사진촬영 및 지상레이저스캐닝을 수행하였고, 모니터링의 연속성을 위해 지상기준점을 측량하였다. 또한 원형성벽의 구조적 안정성 검토를 위해 육안 정밀조사, 무인항공사진측량, 내시경 촬영, 토털스테이션 및 수동 계측을 진행하였다. 남쪽 원형성벽의 우측구간은 드론으로 항공사진측량하고 3차원 디지털모델의 편차분석을 통해 단기간 모니터링하였다. 이 결과, 두 성벽은 5mm 이내의 범위에서 거의 일치하였고 부분적 편차는 있으나 성돌의 변위와 변형을 지시할만한 차이는 없었다. 정밀 육안조사와 고해상도 영상자료를 이용하여 배부름, 약선대, 균열대 등 구조적 변형이 발생한 지점을 주기적으로 모니터링한 결과, 뚜렷한 변화는 관찰되지 않았다. 내시경을 통해 본 내부의 적심상태는 원형성벽의 채움석이 잘 남아 있었으나, 채움토는 대부분 유실되었다. 원형성벽에서 구조적 변형이 발생한 지점을 중심으로 토털스테이션 측정 결과, 북쪽 원형성벽의 최대 변위량은 6.6mm, 남쪽 원형성벽의 최대 변위량은 3.8mm로 다소 높았으나, 최종 변위량은 각각 2.9mm와 1.4mm 이하로 나타났다. 간이계측 역시 모든 지점에서 0.82mm 이하의 변위가 발생하여 뚜렷한 구조적 변형은 확인되지 않았다. 원형성벽의 변위 모니터링 결과가 양호하게 나타났다 하더라도 갑작스런 취성파괴가 발생하는 성벽의 특성상 구조적 안정성을 담보하기 어렵다. 따라서 이 연구에서 취득한 3차원 형상정보를 바탕으로 보존과학적 진단과 정밀 모니터링 및 구조해석이 요구된다.