• 전기의세계
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• v.31 no.11
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• pp.749-757
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• 1982

본고의 내용은 다음과 같다. 1. Raft기초의 비전도의 원리 2. 상판 Beam설계 3. 배근계산 4. 계산예

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.6
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• pp.95-104
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• 2006

The presence of cavitations under pavements or behind tunnel linings of concrete is likely to result in collapse. One method of detecting such voids by non-destructive means is low frequency type radar(GPR). By the way, the size and thickness of small cavitation can't be detected by the present radar technology with low frequency and low resolution when it apply to civil structures like that. To overcome these problems and limitations, this study aims to develope and propose a new analysis method for estimating the depth, cross-sectional size and thickness of cavitations using low frequency radar. A new proposed method is based on the experiments that are carried out for analyzing the correlation between the measurement values(the amplitudes of radar return) of low frequency radar and various type of cavitations. In this process, the threshold value for radar image processing which aims to represent only cavitations to be fitted size can be obtained. As the results, it is clarified that a proposed method has a possibility of estimating cavitation depth, size and thickness with good accuracy in laboratory scale.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.26 no.1
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• pp.23-27
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• 2016

This study investigates the effect of carbon fiber sheet (CFS) and carbon fiber strand sheet (CFSS) on the fatigue resistance and compressive strength of RC slabs. The results of a comparison of the number of equivalent cycles between the CFS- and CFSS-reinforced RC slab test specimens obtained from a fatigue test indicate that the CFSS-reinforced RC slab has 1.2~1.3 times greater effect of reinforcement than the CFS-reinforced RC slab. This study also indicates that the fatigue resistance of the CFS- and CFSS-reinforced RC slabs is ensured when the compressive strength of concrete is not lower than the specified design strength prescribed in the Specifications for Highway Bridges but is not ensured when the compressive strength of concrete is lower than the specified design strength, although the effect of reinforcement is secured.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.25 no.6
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• pp.290-293
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• 2015

Recently, a lot of interest has been shown in structural maintenance managements of civil infrastructures. Many researchers have been conducted on various maintenance techniques and repair materials. Among other fiber materials the carbon fiber materials are especially focused on maintenance management of Highway Bridges. Extensive work has been done on Carbon Fiber Sheet (CFS). Nevertheless, Carbon Fiber Strand Sheet (CFSS) is a newly developed material, on which limited work has been done until now. Therefore, in this study bonding the CFSS to RC slab specimen and fatigue resistance evaluation has been conducted. The results demonstrated an increase of 25.3 times more reinforcement of RC slab compared to non-reinforced RC slab. Moreover, compared to CFS-bonded RC slab, The CFSS-bonded RC slab showed 1.2 times greater reinforcement.

• International Journal of Highway Engineering
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• v.10 no.1
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• pp.11-18
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• 2008

The behavior of pavement and waterproofing layer on the steel bridge deck system under traffic loading was analyzed using a finite element method in this paper. In the finite element analysis, the othotropic steel bridge deck is represented by equivalent plate using solid element instead of shell element and the interface is assumed perfect bonding state. The effects of several parameters such as thickness of deck, Young's modulus of deck, thickness of pavement, different braking loading, and temperature on the stresses and strain in the interface are investigated for bridge deck pavement. The shear stress of waterproof layer increases with decrease of bridge deck thickness and stiffness. The change of shear stress is negligible when the bridge deck thictaess is greater than 150mm and stiffness is greater than $2{\times}10^{5}MPa$. As the pavement thickness and temperature decrease, the shear stress in the waterproof layer tends to be increased. The tensile strain at the bottom asphalt layer decreases as the temperature and thickness increase.

• Proceedings of the ESK Conference
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• 1997.04a
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• pp.331-335
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• 1997

'인체공학적 학생용 책상과 의자 개발(김정용, 1996)'에 관한 연구에서 제작된 1차 시제품을 면밀히 재평가한 결과, 책상 상판의 상하 탄력으로 인한 안전성, 파이프 처리 기술과 높이 조절의 용이성, 한 호수의 의자로 초등 학생부터 고등 학생까지 만족시키지 못하는 신체 적합도 등의 보완점이 제기되었 다. 이를 해결하기 위해 1차 시제품에서 추구하고자 했던 인체공학적 설계 요소를 유지하면서 재료역 학적인 요소와 파이프 가공 기술 등을 고려하여 개선안을 제시하였다. 책상의 무게중심이 중앙에 위치 하도록 다리를 안쪽으로 이동시켜 상판의 흔들림을 방지하였고, 파이프 사이에 삽입된 PVC와 열쇠 모 양의 조립 구멍, 특수 설계된 나사로 조절이 용이하고 고정성과 안전성이 향상되었으며, 파이프 용접 방식으로 넓은 범위의 신체 특성을 포함할 수 있게 되었다. 의자는 초등 학생용과 중.고등 학생용으로 나누어 2호로 설계하였고, 좌판의 곡면을 보다 완만하게 디자인하여 Lumbar와 오금 부위의 압박을 최 소화하였다. 이 외에도 좌판 밑부분에 보조 서랍을 두어 수납 공간의 부족 문제를 해결하였으며, 등받 이에 손잡이용 구멍을 뚫어 이동 시 편의를 제공하였다. 다양하고 세심한 평가 결과를 바탕으로 세부 설계를 완성하였고, 개선된 2차 시제품은 신체 적합도가 더욱 향상되고, 기능성과 편이도가 증대되어 초.중.고등 학생용 교구로서 학생들의 건강한 신체 발달과 학습 의욕 증가 및 중소기업의 이윤 향상 이 기대된다.

• Journal of the Korean Society for Railway
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• v.4 no.2
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• pp.19-28
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• 2001

고속철도에서는 고속주행으로 인한 탈선을 방지하기 위하여 연직 또는 평면선형에 대하여 매우 엄격히 제한하고 있다. 종방향 경사는 2.5% 이하, 평면곡선반경에 대하여는 7,000 m 이상으로 규정하고 있으므로, 도로는 물론 일반철도에 비하여 교량구조물 발생은 더욱 증가된다. 한편 고속철도 교량은 구조물의 안전성 뿐만 마니라 승차감을 위하여 동적거동에 대하여 엄격히 제한된다. 또한 교량과 레일의 상호작용 등에 따라 무한장 개념의 레일에 악영향을 피하기 위해 교량의 종방향 변위도 제한되기 때문에 지간 장이 짧고 상판 구조물은 큰 강성을 갖게 된다. (중략)

• Journal of the Korea Institute of Building Construction
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• v.16 no.3
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• pp.271-278
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• 2016

In the case of South Korea, steel girder bridge (steel box or H-steel) and PSC (Pre-Stressed Concrete) girder bridge are the representative upper structures of railroad and road bridges. These structures account for 75% of the total bridge constructions and 80% of the total construction cost. Since the form work for concreting bridge slab is difficult, various construction methods developed and applied. However, several problems in those methods did not solve partially, including cost increase by material loss and rise of labor costs, quality deterioration by unskilled workers, increased construction time by complicated method, reduced productivity, safety accident by high place work, difficult transportation by big member, and rise of maintenance cost by material characteristic. Alternative method is needed to solve problems of as-is methods. Therefore, the purpose of this study is development of the purlin hanging system form for the girder bridge slab and its economic analysis. Through the findings of this study, it was verified that the purlin hanging system form is possible 60% reduction in cost and 80% reduction in time as comparison with conventional method.

• The Journal of the Acoustical Society of Korea
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• v.13 no.1
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• pp.57-62
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• 1994

In order to establish a prediction method for road traffic noise generated from actual traffic flow, a new approach is proposed for practical use. One block in urban road is regarded as one box in this study. This prediction method is able to treat any kind of road traffic noise generated from one block. The validity of the proposed prediction method has been experimentally confirmed by applying it to actually observed road traffic noise data. The correlation between observed and predicted noise level is good.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.454-457
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• 2010

본 연구에서는 입체/복합도로용 내진신축이음장치를 개발하고 복층구조의 입체/복합도로 JC를 설계하였다. 입체/복합도로용 내진 신축이음장치는 공중관통형 일체구조의 입체/복합도로에서 두 교량을 각각 지지하는 교각과 건물이 서로 다른 방향으로 거동할 때 거동 방향에 상관없이 교량을 주행 중인 차량이 안전하게 교량 상판을 통과할 수 있어 지진 등의 대형사고에 의한 피해를 최소화할 수 있다. 또한 지하형 복층구조의 입체/복합도로는 서로 직교하는 지하도로에 입체교차로를 형성하여 효율적인 지하 도로망을 구축할 수 있으며 지하도로를 건축물 지하주차장과 연결로를 통해 직접 연계함으로써 집객 효과가 매우 높다.