• 대한토목학회논문집
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• 제13권4호
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• pp.1-13
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• 1993

프리스트레스트 콘크리트 구조물의 설계에 있어서 적절한 단면 및 소요 강선량의 결정을 위하여 구조해석을 여러번 수행하게 되는 것이 보통이다. 그러나 PC 세그멘탈 다경간 교량의 경우 콘크리트 및 강선의 시간의존적인 성질, 시공순서에 따른 구조계의 변화등을 고려한 구조해석에 많은 노력과 시간이 필요하게 되므로 다경간 교량에 대한 축소 교량모델을 가정하여 구조해석을 수행하기도 한다. 본 연구에서는 캔틸레버 공법으로 가설되는 10 경간 PC 세그멘탈 교량을 대상으로 5 경간 및 3 경간으로 축소시킨 교량모델을 가정하고 이에 대한 구조해석을 수행하여 처짐 및 모멘트의 계산 결과를 비교하므로써 축소 교량모델의 적합여부를 검토하였다. 또한 프리스트레스트 콘크리트의 극한모멘트 계산을 위한 하중계수 적용 방법에 대하여 고찰해 보았다.

• 인지과학
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• 제17권1호
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• pp.15-27
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• 2006

한국어 단어의 글자 수, 받침의 수와 위치, 합성어 여부가 기억폭에 미치는 효과를 검증하였다. 그 결과, 전반적으로 글자가 많은 단어일수록 기억폭이 작았으며, 두 글자 단어들에서 받침이 많을수록 기억폭이 더 작았고(기억폭에 대한 받침효과), 합성어보다 단일어의 기억폭이 더 컸다. 단어당 읽기 속도를 측정한 결과, 글자가 많은 단어일수록 속도가 느렸지만, 두 글자 단어들에서 뒷받침단어의 읽기 속도가 받침없는 단어, 앞받침단어 및 양받침단어보다 더 빨랐고(읽기 속도에 대한 말미 받침효과), 합성어보다 단일어의 읽기 속도가 더 빨랐다. 기억폭과 읽기 속도간에 관찰된 이러한 관계는 단어길이효과에 대한 음운루프설명과 잘 부합되지 않으며, 기억폭이 음운정보 뿐만 아니라 시각적 캐시에 표상되는 철자 정보의 영향을 받는다는 설명을 지지해준다.

• 공업화학
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• 제17권1호
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• pp.12-15
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• 2006

본 연구의 목적은 물유리에 의해 제조된 실리카 미립자의 평균입도와 입도분포에 미치는 반응조건, 용매 및 계면활성제의 영향을 조사하는 것이다. 실리카 미립자는 다양한 종류의 계면활성제와 분산용매를 사용하는 에멀젼법에 의해 제조하였다. 계면활성제로는 비이온성인 Span 20, Span 40, Span 60 및 Span 80을 사용하였으며, 분산용매로는 알킬그룹인 n-Hexane, n-Heptane, iso-Octane 및 n-Decane을 사용하였다. 실험결과에 의하면 유화교반속도에 따른 실리카 미립자의 평균 입경은 교반속도가 증가함에 따라 감소하였으며, 일정한 입경의 에멀젼을 형성하기 위한 최적의 유화교반시간은 약 6 min임을 알 수 있었다. 생성된 실리카 미립자의 평균입경은 사용된 용매의 분자량이 증가함에 따라 감소하며, 사용한 계면활성제의 hydrophobic lipophilic balance(HLB) 값이 감소함에 따라 증가하였다.

• Steel and Composite Structures
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• 제7권4호
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• pp.339-354
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• 2007

Arched Corrugated Steel Roof (ACSR) is a kind of thin-walled steel shell, composing of arched panels with transverse small corrugations. Four full-scale W666 ACSR samples with 18m and 30m span were tested under full and half span static vertical uniform loads. Displacement, bearing capacities and failure modes of the four samples were measured. The web and bottom flange in ACSR with transverse small corrugations are simplified to anisotropic curved plates, and the equivalent tensile modulus, shear modulus and Poisson's ratio of 18m span ACSR were measured. Two 18 m-span W666 ACSR samples were analyzed with the Finite Element Analysis program ABAQUS. Base on the tests, the limit bearing capacity of ACSR is low, and for half span loading, it is 74-75% compared with the full span loading. When the testing load approached to the limit value, the bottom flange at the sample's bulge place locally buckled first, and then the whole arched roof collapsed suddenly. If the vertical loads apply along the full span, the deformation shape is symmetric, but the overall failure mode is asymmetric. For half span vertical loading, the deformation shape and the overall failure mode of the structure are asymmetric. The ACSR displacement under the vertical loads is large and the structural stiffness is low. There is a little difference between the FEM analysis results and testing data, showing the simplify method of small corrugations in ACSR and the building techniques of FEM models are rational and useful.

• 국제강구조저널
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• 제18권4호
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• pp.1252-1264
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• 2018

Long span bridges such as steel cable stayed and suspension bridges are usually more flexible than short to medium span bridges and expected to have large deformations. Deflections due to live load for long span bridges are important since it controls the overall heights of the bridge for securing the clearance under the bridge and serviceability for securing the comfort of passengers or pedestrians. In case of sea-crossing bridges, the clearance of bridges is determined considering the height of the ship master from the surface of the water, the trim of the ship, the psychological free space, the tide height, and live load deflection. In the design of bridges, live load deflection is limited to a certain value to minimize the vibrations. However, there are not much studies that consider the live load deflection and its effects for long span bridges. The purpose of this study is to investigate the suitability of live load deflection limit and its actual effects on serviceability of bridges for steel cable-stayed and suspension bridges. Analytical study is performed to calculate the natural frequencies and deflections by design live load. Results are compared with various design limits and related studies by Barker et al. (2011) and Saadeghvaziri et al. (2012). Two long span bridges are selected for the case study, Yi Sun-Sin grand bridge (suspension bridge, main span length = 1545 m) and Young-Hung grand bridge (cable stayed bridge, main span length = 240 m). Long-term measured deflection data by GNSS system are collected from Yi Sun-Sin grand bridge and compared with the theoretical values. Probability of exceedance against various deflection limits are calculated from probability distribution of 10-min maximum deflection. The results of the study on the limitation of live load deflection are expected to be useful reference for the design, the proper planning and deflection review of the long span bridges around the world.

• 대한한의학원전학회지
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• 제34권1호
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• pp.135-148
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• 2021

Objectives : The purpose of this paper is to study the correlation between cheekbone and life span prediction. Methods : The 『Huangdineijing』 was searched for verses that include terms that refer to the zygoma such as '顴骨', '䪼', '頄', '目下', '墻'. Terms such as '大骨' that are directly related to life span were searched as well, of which the results were analyzed. The relationship between bone shape and life span, the characteristic of facial bone diagnosis, the relationship between zygoma diagnosis and life span, and zygoma related contents in physiognomy texts such as the 『Mayixiangfa』 were examined. Results & Conclusions : Dagu[大骨, big bone] refers to bones in major joints that reflect the condition of Essence Qi, which is why the diagnosis of Dagu is key to determining one's life span. The zygoma is the big bone of the face, and a bad complexion in this area reflects pathogenic heat penetration into the Kidney, which is the foundation of Yin. As Kidney water as Yin Essence is directly connected to life, complexion change in the zygomatic area is highly relevant to life span. Moreover, as one of the main bones where the Kidney Essence is concentrated, the zygoma is the last to stand when the body is deteriorating, as it is the manifestation of heightened bone qi that is rooted in Yin Essence, thus an important site that provides clues to determine one's life span.

• 한국컴퓨터정보학회논문지
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• 제29권1호
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• pp.211-218
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• 2024

본 연구는 장애아동의 생활체육 발전을 위한 새로운 장애아동 생활체육 정책 패러다임을 도출하고자 하였다. 이를 위해 2008년에서 현재(2022)까지의 장애아동 생활체육 관련 선행연구 및 문헌자료를 수집·분석함으로써, 첫째, 2008년에서 2017년의 과거 장애아동 생활체육 정책 패러다임과 그 변화 원인의 규명하고, 둘째, 현재의 장애아동 생활체육 정책이 해결하지 못하는 사회문제를 확인하였다. 이상의 연구 과정을 통해 본 연구에서는 앞으로의 장애아동 생활체육 정책의 패러다임으로 장애아동 중심의 생활체육, 가족과 함께하는 생활체육, 장애아동의 인권을 위한 생활체육의 본질적 가치 실현, 스마트 기술을 활용한 새로운 방법론의 개발을 포괄할 수 있는 '장애아동의 요구와 필요에 반응하는 생활체육'을 제안하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.924-931
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• 2011

This paper deal with maximum span calculation technique for 350km/h high speed catenary system. Considers a geometric interaction, possible maximum span length is between two pole. Wind condition and the train current collector is moving even to being pantograph does not escape while operating. Uses like this justice and possible maximum span length is follow next condition. (i) Operating range of pantograph fan head, (ii) The wind velocity which assumes from system, (iii) Width in pantograph from operation height moving, (iv) Type of processing Catenary system, specially tensile strength of overhead contact wire and messenger wire etc. When accurately calculates the maximum permission span, the dropper between of overhead contact wire and messenger wire and must consider the correlation.

• Structural Engineering and Mechanics
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• 제63권6호
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• pp.799-808
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• 2017

Failure of a redundant long-span bridge is often described by innumerable failure modes, which make the structural system reliability analysis become a computationally intractable work. In this paper, an innovative procedure is proposed to efficiently identify the dominant failure modes and quantify the structural reliability for a long-span bridge system. The procedure is programmed by ANSYS and MATLAB. Considering the correlation between failure paths, a new branch and bound operation criteria is applied to the traditional stage critical strength branch and bound algorithm. Computational effort can be saved by ignoring the redundant failure paths as early as possible. The reliability of dominant failure mode is computed by FORM, since the limit state function of failure mode can be expressed by the final stage critical strength. PNET method and FORM for system are suggested to be the suitable calculation method for the bridge system reliability. By applying the procedure to a CFST arch bridge, the proposed method is demonstrated suitable to the system reliability analysis for long-span bridge structure.

• Structural Engineering and Mechanics
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• 제36권2호
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• pp.165-179
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• 2010

Maximum deflection in a beam is a design criteria and occurs generally at or close to the mid-span. Neural networks have been developed for the continuous composite beams to predict the inelastic mid-span deflections (typically for 20 years, considering cracking, and time effects, i.e., creep and shrinkage, in concrete) from the elastic moments and elastic mid-span deflections (neglecting instantaneous cracking and time effects). The training and testing data for the neural networks is generated using a hybrid analytical-numerical procedure of analysis. The neural networks have been validated for four example beams and the errors are shown to be small. This methodology, of using networks enables a rapid estimation of inelastic mid-span deflections and requires a computational effort almost equal to that required for the simple elastic analysis. The neural networks can be extended for the composite building frames that would result in huge saving in computational time.