• Steel and Composite Structures
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• 제37권2호
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• pp.117-136
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• 2020

Curved steel-concrete composite box girder has been widely adopted in urban overpasses and ramp bridges. In order to investigate its mechanical behavior under complicated and combined bending, shear and torsion load, two large-curvature composite box girders with interior angles of 25° and 45° were tested under static hogging moment. Based on the strain and deflection measurement on critical cross-sections during the static loading test, the failure mode, cracking behavior, load-displacement relationship, and strain distribution in the steel plate and rebar were investigated in detail. The test result showed the large-curvature composite box girders exhibited notable shear lag in the concrete slab and steel girder. Also, the constraint torsion and distortion effect caused the stress measured at the inner side of the composite beam to be notably higher than that of the outer side. The strain distribution in the steel web was approximately linear; therefore, the assumption that the plane section remains plane was approximately validated based on strain measurement at steel web. Furthermore, the full-process non-linear elaborate finite element (FE) models of the two specimens were developed based on commercial FE software MSC.MARC. The modeling scheme and constitutive model were illustrated in detail. Based on the comparison between the FE model and test results, the FE model effectively simulated the failure mode, the load-displacement curve, and the strain development of longitudinal rebar and steel girder with sufficient accuracy. The comparison between the FE model and the test result validated the accuracy of the developed FE model.

• Wind and Structures
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• 제20권6호
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• pp.719-737
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• 2015

Full scale measurement on the structural dynamic characteristics and Vortex-induced Vibrations (VIV) of a long-span suspension bridge with a central span of 1650 m were conducted. Different Finite Element (FE) modeling principles for the separated twin-box girder were compared and evaluated with the field vibration test results, and the double-spine model was determined to be the best simulation model, but certain modification still needs to be made which will affect the basic modeling parameters and the dynamic response prediction values of corresponding wind tunnel tests. Based on the FE modal analysis results, small-scaled and large-scaled sectional model tests were both carried out to investigate the VIV responses, and probable Reynolds Number effects or scale effect on VIV responses were presented. Based on the observed VIV modes in the field measurement, the VIV results obtained from sectional model tests were converted into those of the three-dimensional (3D) full-scale bridge and subsequently compared with field measurement results. It is indicated that the large-scaled sectional model test can probably provide a reasonable and effective prediction on VIV response.

• Journal of Mechanical Science and Technology
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• 제19권3호
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• pp.913-923
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• 2005

The dynamic mixed model (DMM) combined with a box filter of Zang et. al. (1993) has been generalized for passive scalar transport and applied to large eddy simulation of turbulent channel flows with Prandtl number up to 10. Results from a priori test showed that DMM is capable of predicting both subgrid-scale (SGS) scalar flux and dissipation rather accurately for the Prandtl numbers considered. This would suggest that the favorable feature of DMM, originally developed for the velocity field, works equally well for scalar transport problem. The validity of the DMM has also been tested a posteriori. The results of the large eddy simulation showed that DMM is superior to the dynamic Smagorinsky model in the prediction of scalar field and the model performance of DMM depends to a lesser degree on the ratio of test to grid filter widths, unlike in the a priori test.

• 한국지반환경공학회 논문집
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• 제12권8호
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• pp.5-12
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• 2011

본 연구는 강우로 인한 산사태 발생 시 강우강도, 강우지속시간, 비탈면 경사, 지반조건등에 따른 파괴 원인을 분석하여 산사태를 사전에 예측하기 위해 산사태 붕괴특성을 알아보고자 인공강우장치를 이용한 실제사면 크기에 근접한 대대형모형토조와 소형모형토조로 실험을 실시하였다. 육안상의 붕괴 형태 및 간극수압, 토압, 함수비, 지중변위 등의 계측결과에 대한 비교연구를 통해 모형토조연구에 있어 크기에 따른 산사태 메커니즘 분석과 소형모형토조 실험에 대한 산사태 모형실험으로서의 검증 실험을 수행하였다.

• 한국컴퓨터정보학회논문지
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• 제13권2호
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• pp.19-29
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• 2008

단위 시험은 모듈의 소스 코드를 면밀히 검토하면서 논리적 오류나 문장 오류 등이 있는지 분석하는 화이트박스 시험이 가능하다. 반면 시스템 수준의 기능 시험은 규모가 크기 때문에 시험 데이터를 입력한 후 출력된 결과가 예상 결과와 같은지 비교하는 블랙박스 시험이 주를 이룬다. 이러한 시스템 시험 단계에서 사용하는 블랙박스시험은 오류를 발견하더라고 수정을 위해 소스 코드를 추적하기 어려운 문제점이 있다. 뿐만 아니라 시스템 시험 단계에 화이트박스 시험을 사용하는 것은 시험 대상의 추상 수준 달라 쉽지 않다. 이에 본 논문에서는 시스템의 기능처럼 높은 추상 수준을 시험 대상으로 하되 소스 코드 수준까지 화이트박스 스타일로 시험할 수 있는 현실적이고 통합된 시스템 수준의 수직적 시험에 대해 제안한다. 그리고 어떻게 수직적 시험을 적용하는지 UML명세 모델에서 소스코드까지 오류를 추적하는 방법을 사례를 통해 설명하고 더불어 오류 추적의 효과성을 보였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.479-482
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• 2005

The concrete box girder members are extensively used as a superstructure in bridge construction. The load carrying capacity of concrete box girders in lateral direction is generally influenced by the sizes of haunch and web. The internal upper decks are restrained by the webs and exhibit strength enhancement due to the development of aching action. The current codes do not have generally consider the arching action of deck slab in the design because of complexity of the behavior. However, there are significant benefits in utilizing the effects of arching action in the design of concrete members. The main objective of this paper is to propose a rational method to predict the ultimate load of deck slab by considering various haunch sizes and web restraint effect of concrete box girder bridges. To this end, a comprehensive experimental program has been set up and seven large-scale concrete box girders have been tested. A transverse analysis model of concrete box girders with haunches is proposed and compared with test data. The results of present study indicate that the ultimate strength is significantly affected by haunch dimension. The increase of strength due to concrete arcing action is reduced with an increase of prestressing steel ratio in laterally prestressed concrete box girders and increases with a larger haunch dimension. The proposed theory allows more realistic prediction of lateral ultimate strength for rational design of actual concrete box girder bridges.

• 한국정보과학회논문지:소프트웨어및응용
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• 제31권6호
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• pp.741-749
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• 2004

컴포넌트 기반 개발에서 컴포넌트 사용자는 개발 목적에 맞추어 컴포넌트를 맞춤 할 필요가 있다. 컴포넌트는 그 내부에 블랙박스특성을 갖는 부분과 화이트박스특성을 갖는 부분이 공존하고, 맞춤으로 인해 화이트박스 부분이 변형되며, 이때 발생하는 오류는 블랙박스 부분과 화이트박스 부분의 상호작용을 통해 나타나게 된다. 블랙박스 부분과 화이트박스 부분 사이의 통합 테스트인 맞춤 테스트를 위해서 새로운 테스트 기법이 요구된다. 또한 테스트 기법이 비용 절감 효과를 노리는 컴포넌트 기반 개발에 사용되기 위해서는 효율적인 테스트 데이타의 선정이 요구된다. 따라서 본 논문에서는 컴포넌트 아키덱쳐로 COM(Component Object Model)을 대상 컴포넌트로 선정하고, 다양한 COM 컴포넌트들의 분석을 통하여 효율적인 테스트 데이타를 선정하는 맞춤 테스트 기법을 제안한다. 본 논문에서는 제안하는 기법이 선정하는 테스트 데이타가 오류 감지 능력에 있어서 효과적이라는 것을 실험을 통해 평가한다. 또한 본 기법을 실제 대규모 컴포넌트 기반 시스템인 샤모아에 적용하는 예제를 수행함으로써, 본 기법이 컴포넌트 기반 시스템의 일원으로서 실제 동작하는 COM 컴포넌트의 맞춤을 테스트할 수 있음을 보인다.

• 한국군사과학기술학회지
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• 제10권4호
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• pp.20-29
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• 2007

The engagement control software embedded in the weapon control computer of the fire control center for air defense missile system is large-scale real-time software. The use of typical software development methodologies is not appropriate to develop such large-scale embedded software in terms of reusability, reliability, and productivity for the reason that it is significantly complicated, and highly dependent on hardware platforms and developers. In this paper, a model-based software architecture using components based on UML 2.0 for the engagement control software is presented in order to solve these problems. This software architecture is verified using the black-box test, the scenario-based test, and the Ethernet packet monitoring test methods. The results demonstrate that the developed software architecture can be employed to enhance reusability, maintainability, and productivity of large-scale embedded software.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1992년도 가을 학술발표회 논문집
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• pp.140-154
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• 1992

The objective of the research stated here was aimed at providing the information needed to establish the Korean Seismic Design Code Recommendations and Guides for precast concrete (P.C) large panel apartment buildings. This was accomplished by investigation and analysis of the response of P.C large panel structures subjected to shaking table excitation simulating earthquake ground motion. one of the test specimens used was 1/3-scaled 3-story box P.C model provided by Sam-Hwan Camus Corporation. The 4m $\times$4m shaking table was used to simulate the earthquake ground motion. the employed input accelerogram was the one recorded as Taft N21E component and the peak ground acceleration(PGA) was scaled depending on the desired level of seismic severity and the time according to dynamic similitude rule. Based on results obtained from shaking table test of this P.C model, the following conclusions were drawn . (1) As far as test specimen is concerned, the seismic safety factors turns out to be 7~8. (2)P.C model has damping ratio of about8% which is twice larger than in-situ R.C. structure. And (3)this model has global displacement ductility ratio of 2~3 through the energy dissipation by opening and sliding of joints.

• Wind and Structures
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• 제7권1호
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• pp.41-54
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• 2004

An analysis refinement of the Messina Strait suspension bridge project has been recently required, concerning mainly the yaw angle effects on the multi-box deck section aerodynamics and the vortex shedding at low reduced velocities $V^*$. In particular the possible interaction of the axial flow with the large cross beams has been investigated. An original test rig has been designed at this purpose allowing for both forced motion and free motion aero elastic tests, varying the average angle of attack ${\alpha}$ and the deck yaw angle ${\beta}$. The hydraulic driven test rig allowed for both dynamic and stationary tests so that both the stationary coefficients and the flutter derivatives have been evaluated for each yaw angle. Specific free motion tests, taking advantage from the aeroelastic features of the section model, allowed also the study of the vortex shedding induced phenomena.