• Journal of the Korea Concrete Institute
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• v.28 no.3
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• pp.257-265
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• 2016

The failure behavior of reinforced concrete beams is governed by the mechanical relationships between the shear span-to-effective depth ratio, flexural reinforcement ratio, load and support conditions, and material properties. In this study, two simple indeterminate strut-tie models which can reflect all characteristics of the failure behavior of reinforced concrete beams were proposed. The proposed models are effective for the beams with shear span-to-effective depth ratio of less than 3. For each model, a load distribution ratio, defined as the fraction of load transferred by a truss mechanism, is also proposed to help structural designers perform the rational design of the beams by using the strut-tie model approaches of current design codes. In the determination of the load distribution ratios, the effect of the primary design variables including shear span-to-effective depth ratio, flexural reinforcement ratio, and compressive strength of concrete was reflected through numerous material nonlinear analysis of the proposed indeterminate strut-tie models. In the companion paper, the validity of the proposed models and load distribution ratios was examined by applying them to the evaluation of the failure strength of 335 reinforced concrete beams tested to failure by others.

• Journal of Korean Society of Steel Construction
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• v.16 no.2 s.69
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• pp.235-245
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• 2004

The advantages of composite construction are now well understood in terms of structural economy, good performance in service, and ease of construction. However, these conventional composite construction systems have some problems in application to steel framed buildings due to their large depth. So, in this study we executed an experimental test with the "Slim Floor"system which could reduce the overall depth of composite beam. Slim Floor system is a method of steel frame multi-story building construction in which the structural depth of each floor is minimized by incorporating the steel floor beams within the depth of the concrete floor slab. Presented herein is an experimental study that focuses on the flexural behaviour of the partially connected slim floor system with asymmetric steel beams encased in composite concrete slabs. Eight full-scale specimens were constructed and tested in this study with different steel beam height, slab width, with or without shear connection and concrete topping thickness. Observations from experiments indicated that the degree of shear connection without additional shear connection was $0.53{\sim}0.95$ times that of the full shear connection due to inherent mechnical and chemical bond stress.

• Journal of the Korean Geotechnical Society
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• v.26 no.7
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• pp.171-186
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• 2010

It is generally known that the mechanism of behavior in the flexible earth retaining system is relatively more complicated than in the rigid earth retaining system. Moreover in the case of long span strut supporting system the analysis of strut axial force change becomes more difficult when the differences of ground condition and excavation work progress on both sides of excavation section are added. When deeper excavation than the specification or installation delay of supporting system or change of ground condition happen during construction process, lots of axial force can be induced in some struts, which threaten the safety of construction. This paper introduces two examples of long span deep excavation where struts and rock bolts were used as a supporting system with flexible wall structure. The characteristics of ground deformation and strut axial force change, which were measured in the sections of two examples that are 50 meters apart in one construction site and have almost similar design and construction conditions were analysed, the similarity and difference between measurement results of two examples were compared and investigated. This article aims to improve and develop the technique of design and construction in future projects having similar ground condition and supporting method.

• Proceedings of the Korean Vacuum Society Conference
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• 1998.02a
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• pp.113-113
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• 1998

C CdTe와 HgCdTe는 광전소자나 태양전지,x 선 및 y 선 감지 소자 그리고 적외선 감지소 자로의 웅용둥으로 인하여 많은 연구가 진행되고 있다. 광전소자를 제작함에 있어서 깊은 준위나 얄은 준위에 있는 몇들은 운반자 수명에 매우 큰 영향을 미치고 있음에도 불구하고 광전도도 측정에 의한 운반자 수명 연구에 대하여는 보고된 것이 별로 없다. 이에 본 논문에서는 CdTe 시료의 광전도도를 측정하여 운반자 수명 및 깊은 준위의 위치를 알아보았다 M MBE방법을 이용하여 CdTe 기판위에 In을 도핑한 CdTe를 성장하였다. 광전도 붕괴(PCD) 측정은 300 K에서부터 400 K까지 온도를 변화시켜주면서 측정을 하였고 광원으로서 G GaP- LED를 사용하였으며 전압 신호를 읽기 위하여 Tektronix 2430A 오실로스코프를 이용하 였다 .. Fig. 1. 에서 보인바와 같이 광전도 붕괴곡선은 접선으로 나타낸 하나의 지수 함수적 붕 괴(a2exp( -t/ r 2))보다는 설선으로 나타낸 두 개의 지수함수적 붕괴(alexp( νr 1)+a2exp( -νr 2)) 가 더욱 잘 실험결과와 일치함을 알 수 있었다. 이러한 것은 과잉 전하에 대한 깊은준위를 가 지고 있는 반도체물질에서 일반적으로 관찰되는 것으로 시료가 n 형이기 때문에 소수 운반자 인 정공의 벚에 의한 것으로 생각된다 .. Fig. 2. 에서는 운반자 수명의 온도에 대한 변화를 나타 낸 것이다. 온도가 증가함에 따라 운반자 수명이 감소하는 경항올 보이고 있으며 이것올 이용 하여 딪익 활성화 에너지를 계산 하여 본 결과 0.35 eV 와 0.43 eV염을 알수 있었다.

• The Korean Journal of Petroleum Geology
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• v.1 no.1 s.1
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• pp.37-46
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• 1993

Two-dimensional gravity and magnetic models were constructed for seismic profiles in Block Ⅵ-2, offshore Korea. For each seismic profile, a longer length model showing geometric configurations of all employed polygonal bodies and an expanded version of the area of interests were made. The results of this modeling study indicate 1) that the depth to the deeper basement surface appear to be shallower than indicated in the seismic sections, 2) that the Middle Miocene section (the bottom formations in the models) appears to contain significant amounts of volcanic materials, 3) that identification and/or determination of depth to the top of basement is difficult in the study area due to thick volcanic materials in the lowermost formation (Middle Miocene), and 4) that the study area is unfavorable for hydrocarbon generation and accumulation due to wide spread volcanic activities during the Middle Miocene Epoch. The maximum calculated depth to the magnetic basement in the study area is approximately $4{\cal}km$ sub-sea.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2000.11a
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• pp.91-92
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• 2000

입자상 대기오염물질은 기후변화 및 시정감소의 원인이 될 뿐만 아니라 인체의 건강에 유해한 영향을 미친다. 특히 입자크기가 작은 미세입자는 폐의 깊은 곳에 침착되어 인체의 호흡기 건강에 매우 유해하다. 1995년 우리나라에서 PM10을 대기환경기준에 포함시킨 것도 이러한 미세입자의 인체에의 악영향을 고려한 것이라 할 수 있다. 최근에는 더 미세한 입자로서 폐에 큰 침착률을 보이고 실질적으로 호흡기 건강에 악영향을 미치는 입자인 PM/sub 2.5/에 눈을 돌려 규제의 움직임을 보이고 있다. (중략)

• Magazine of the Korea Concrete Institute
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• v.11 no.1
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• pp.191-200
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• 1999

The shear behavior of simply supported reinforced concrete deep beams subject to concentrated loads has been scrutinized experimentally to verify the influence of the structural parameters such as concrete strength, shear span-depth ratio, and web reinforcements. A total of 42 reinforced concrete deep beams with compressive strengths of 250 kg/$cm^2$ and 500 kg/$cm^2$ has been tested at the laboratory under one or two-point top loading. The shear span-depth ratio have been taken as three types of 0.4, 0.8 and 1.2, and the horizontal and vertical shear reinforcements ratio, ranging from 0.0 to 0.57 percent respectively. In the tests, the effects of the shear span-depth ratio, concrete strength and web reinforcements on the shear strength and crack initiation and propagation have been carefully checked and analyzed. From the tests, it has been observed that the failures of all specimens were due to shear and the shear behaviors of specimens were greatly affected by inclined cracks from the load application points to the supports in shear span. The load bearing capacities have changed significantly depending on the shear span ratio, and the efficiency of horizontal shear reinforcements were increased as the shear span-depth ratio decreased. The test results have been analyzed and compared with the formulas proposed by previous researchers and the design equation from the code. While the shear strengths obtained from the tests showed around 1.4 and 1.9 times higher than the values calculated by CIRIA guide and the domestic code, they were closely coincident with the formulas given by de Paiva's equation.

• Journal of the Korean Society for Advanced Composite Structures
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• v.4 no.2
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• pp.8-14
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• 2013

Deep beam shall be designed either by taking into account nonlinear distribution of strain or by Appendix A of Strut-and-Tie Models (STM) according to ACI 318(M) from version of 2002. Although STM is accepted as tool in design Discontinuity region (D-region) which mostly exist in Deep beam, Corbels, Dapped ends etc., it has been modified by many researchers. In this study we design deep beam by STMs which use simple truss for load distribution and the model of complex truss for load distribution compare with the ACI traditional which is designed by flexure design method and shear provided by concrete($V_c$) as provided in special provisions section of 11.8 in ACI 318-99 [1]. This study aims to find the different and efficiency of deep beam design based on variation of parameter compiled from many samples selected from ACI traditional and two model of STMs, simple and complex load distribution.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2018.11a
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• pp.62-65
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• 2018

신경망은 깊어질수록 gradient vanishing/exploding과 같은 네트워크가 불안정해지는 문제가 발생 한다. 잔차 블록을 이용하여 이러한 문제를 해결 할 수 있다. 본 논문에서는 영상 인식 분야에서 훌륭한 성능을 보여준 잔차 블록 기반의 깊은 합성곱 신경망을 통한 단일 영상 초해상도 복원 기법을 제안 한다. 제안한 알고리듬은 EDSR에 사용된 잔차 블록을 다양한 크기의 합성곱 연산을 통해 영상의 특징들을 다르게 분석하도록 수정하고 VDSR과 비슷한 수준의 복잡도로 구성하여 향상된 성능을 얻었다. 실험 결과, VDSR에 비해 PSNR이 최대 0.1dB까지 증가했다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2020.07a
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• pp.680-683
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• 2020

오래 전부터 모델 기반 최적화 방법이 이미지 디블러링을 위해 널리 사용되어 왔고, 최근에는 학습 기반 기술이 영상 디블러링에서 좋은 성과를 보이고 있다. 본 논문은 ADMM과 깊은 합성곱 신경망 잡음 제거기 이미지 prior를 이용하여 모델 기반 최적화 방법의 장점과 학습 기반 방법의 장점을 모두 활용할 수 있는 방법을 제안한다. 본 방법을 이용하여 기존 방법보다 더 좋은 디블러링 성능을 얻을 수 있었다.