• 한국지진공학회논문집
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• 제10권1호
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• pp.25-32
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• 2006

본 연구에서는 1994년 미국 노스리지 지진 이전에 건설된 기존 철골 건물의 용접형 철골 박스기둥과 보 접합부의 내진성능을 반복재하 실험에 의해 평가하였다. 실험결과에 의하면 노스리지 지진 이전 접합상세를 갖는 박스기둥과 보 접합부에서도 H-형강 기둥과 보 접합부 실험결과와 유사하게 취성파단이 발생하였다. 하지만, 박스기둥과 보 접합부에서의 플랜지 응력전달 경로가 H-형강 기둥과 보 접합부에서의 것과 상당한 차이가 있고 또한 박스기둥의 형상에 따라 균열 전파의 형태가 다를 수 있다는 것이 밝혀졌다. 따라서 용접형 철골 박스기둥과 보 접합부의 내진성능을 향상시키기 위해서는 H-형강 기둥과 보 접합부에 대한 기존 연구결과를 그대로 적용하기보다는 박스기둥에 적합한 접합부의 보강상세 개발이 요구된다.

• 한국강구조학회 논문집
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• 제24권6호
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• pp.627-636
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• 2012

최근 구조물의 고층화, 대형화 및 장스팬 활용 등의 요구로 고강도 고성능 재료의 건축물과 교량에의 적용이 증가하는 추세이다. 본 논문은 고성능강의 건축구조용 재료 특성과 고성능강재를 사용한 부재의 설계 기준을 위한 기본적인 연구의 일부이다; HSA800의 재료적 특성은 한국산업표준의 요건과 비교하였다. 용접 H-형 단주의 국부좌굴 거동과 현행 판폭두께비 설계 제한치를 검토 위하여 다양한 판폭두께비 변수를 계획하고, 단축압축실험을 실시하였다. 또한, 유한요소결과로 얻어낸 단주의 좌굴거동을 실험결과와 비교하였고 해석결과가 고성능강 H형 단면 단주의 좌굴거동을 잘 예측하는 것으로 나타났다.

• Structural Engineering and Mechanics
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• 제34권6호
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• pp.719-738
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• 2010

The aim of this paper concerns with the nonlinear analysis of cable-stayed bridges including the vibration effect of cable stays. Two models for the cable stay system are built up in the study. One is the OECS (one element cable system) model in which one single element per cable stay is used and the other is MECS (multi-elements cable system) model, where multi-elements per cable stay are used. A finite element computation procedure has been set up for the nonlinear analysis of such kind of structures. For shape finding of the cable-stayed bridge with MECS model, an efficient computation procedure is presented by using the two-loop iteration method (equilibrium iteration and shape iteration) with help of the catenary function method to discretize each single cable stay. After the convergent initial shape of the bridge is found, further analysis can then be performed. The structural behaviors of cable-stayed bridges influenced by the cable lateral motion will be examined here detailedly, such as the static deflection, the natural frequencies and modes, and the dynamic responses induced by seismic loading. The results show that the MECS model offers the real shape of cable stays in the initial shape, and all the natural frequencies and modes of the bridge including global modes and local modes. The global mode of the bridge consists of coupled girder, tower and cable stays motion and is a coupled mode, while the local mode exhibits only the motion of cable stays and is uncoupled with girder and tower. The OECS model can only offers global mode of tower and girder without any motion of cable stays, because each cable stay is represented by a single straight cable (or truss) element. In the nonlinear seismic analysis, only the MECS model can offer the lateral displacement response of cable stays and the axial force variation in cable stays. The responses of towers and girders of the bridge determined by both OECS- and MECS-models have no great difference.

• Steel and Composite Structures
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• 제2권3호
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• pp.171-194
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• 2002

In this paper, the behaviour of axially loaded partially encased composite columns made with light welded H steel shapes is examined using ABAQUS finite element modelling. The results of the numerical simulations are compared to the response observed in previous experimental studies on that column system. The steel shape of the specimens has transverse links attached to the flanges to improve its local buckling capacity and concrete is poured between the flanges only. The test specimens included 14 stubcolumns with a square cross section ranging from 300 mm to 600 mm in depth. The transverse link spacing varied from 0.5 to 1 times the depth and the width-to-thickness ratio of the flanges ranged from 23 to 35. The numerical model accounted for nonlinear stress-strain behaviour of materials, residual stresses in the steel shape, initial local imperfections of the flanges, and allowed for large rotations in the solution. A Riks displacement controlled strategy was used to carry out the analysis. Plastic analyses on the composite models reproduced accurately the capacity of the specimens, the failure mode, the axial strain at peak load, the transverse stresses in the web, and the axial stresses in the transverse links. The influence of applying a typical construction loading sequence could also be reproduced numerically. A design equation is proposed to determine the axial capacity of this type of column.

• 동력기계공학회지
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• 제14권3호
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• pp.77-82
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• 2010

In general, the control valves are essential components in hydraulic systems. Structural changes within the valves remain a challenge because many parameters of valve tend to interact in terms of static and dynamic performance. Therefore, the valve characteristics is applied directly to the stability of hydraulic system. Inner structure of the valve which is used mainly in the industries is made up poppet type and spool type. This paper made a description of the method for numerical analysis and modeling of the valve with a built-in moving part of four-type. Based on the physical parameters of the valves, a numerical model of objected valve is developed using the bond graph method. It is to verified the results that the moving part of four-type has an effect on pressure and flow characteristics. Also, It is analyzed the results which has an effect on response characteristic by angular of poppet valve face and inertia variation of the valve with a built-in moving part. In the results, it is confirmed that the rising and settling time vary with the shape of moving part in valve.

• Journal of Advanced Marine Engineering and Technology
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• 제33권1호
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• pp.62-70
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• 2009

In this paper, the fluid flow behavior past a pair of rectangular cylinders placed in a two dimensional horizontal channel has been investigated using Lattice-Boltzmann Method(LBM). The LBM has built up on the D2Q9 model and the single relaxation time method called the Lattice-BGK(Bhatnagar-Gross-Krook)model. Streamlines, velocity, vorticity and pressure contours are provided to analyze the important characteristics of the flow field for a wide range of non dimensional parameters that present in our simulation. Special attention is paid to the effect of spacing(d) between two cylinders and the blockage ratio A(=h/H), where H is the channel height and h is the rectangular cylinder height. for different Reynolds numbers. The first cylinder is called upstream cylinder and the second one as downstream cylinder. The downstream fluid flow fields have been more influenced by its blockage ratios(A) and Reynolds numbers(Re) whereas the upstream flow patterns(in front of downstream cylinder) by the gap length(d) between two cylinders. Moreover, it is observed that after a certain gap, both upstream and downstream flow patterns are almost similar size and shape. The simulation result has been compared with analytical solution and it is found to be in excellent agreement.

• 설비공학논문집
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• 제5권3호
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• pp.187-197
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• 1993

In this study, the numerical analysis and experiments of the hot water storage using the thermal stratification techniques were carried out. The CPU time for a typical run of the the thermal stratification up to 900 seconds took one week for a $81{\times}31$ mesh size and 10 days for a $118{\times}31$ mesh size, respectively, for a cylindrical shape of the storage. In the initial stage, the numerical results were in favorable agreement with the experimental results, but it showed that the temperature gradients in the storage decreased gradually with time. It was also found that the increase of ${\delta}t$ decreased the convergent speed due to the intensive fluctuation of the velocity field in every iteration. The increase of numbers of grids is projected to forecast a more accurate result, but it made the computing time longer and woul slow down convergence. At the experiments of the flow visualization, it was confirmed that the thermal stratification was apparently built up due to the installation of diffuser at the lower part of the storage. Thus, the thermal performance of the storage could be improved by installing the diffusers at the inlet and outlet.

• 한국환경복원기술학회지
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• 제18권3호
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• pp.65-77
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• 2015

The urban park has important functions as a habitat for wildlife as well as open space of rest and community for people. This study was carried out to find what factors of structure and vegetation of urban parks could affect forest bird species diversity in Cheonan city. The study surveyed bird and vegetation species in 26 urban parks, Cheonan city. A correlation analysis and multiple linear regressions were performed to test whether habitat structure and vegetation were the major correlate with species diversity. The results showed the Dujeong park was the most high bird species diversity (H' = 2.13), and the Dujeong-8 park (H' = 2.02) and the Cheongsa park (H' = 1.73) were considerably higher than the other urban parks. The variables that were strongly correlated with bird species diversity were park area, number of subtree species, canopy of shrub, number of shrub species, shape index, canopy of subtree, canopy of tree, and impervious surface ratio. The regression of bird species diversity against the environmental variables showed that 3 variables of park area, canopy of subtree, and canopy of tree were included in the best model. Model variable selection was broadly similar for the 5 optimal models. It means park area and multi-layer vegetation were the most consistent and significant predictor of bird species diversity, because urban parks were isolated by built-up areas. Especially the subtree coverage that provides shelter and food for forest birds was an important variable. Therefore, to make parks circular-shaped and abundant multi-layer vegetation, which could be a buffer to external disturbances and improve the quality of habitats, may be used to enhance species diversity in creation and management of urban parks.

• 콘크리트학회논문집
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• 제21권3호
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• pp.319-326
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• 2009

정(井)자형 H형강을 강축의 수직 방향에 대해 띠판으로 연결한 조립보를 수평버팀대로 사용하면 구조적으로 약축 방향의 세장비를 줄여 구조 효율을 높일 수 있으며 또한 이를 구조물 지하 골조의 일부로 사용하여 시공성을 개선시킬 수 있다. 이 시스템의 H형강이 서로 만나는 교차 부분에는 콘크리트가 채워지고 그 사각형 가운데는 철근콘크리트 기둥이 위치하게 된다. 보-기둥 접합부의 뚫림 전단거동은, 사변을 구속하고 있는 H형강에 의해 전단균열에 의한 방사변형이 구속되어지며, H형강이 접합부를 충분히 구속할 수 있는 경우 하중 전달이 효과적으로 이루어지고, 일반적인 경우의 뚫림 전단강도보다는 더 큰 내력을 가지게 된다. 이 현상을 확인하기 위하여 구속 여부와 기둥면에서 구속 H형강까지의 거리를 변수로 하여 실험하였다. 실험 결과는 콘크리트구조설계기준을 준용하여 얻은 식과 비교하였고, 제안된 식을 통하여 계산된 결과는 실험을 통해 얻은 뚫림 전단강도와 비슷한 결과를 나타냈다.

• 한국전통조경학회지
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• 제33권3호
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• pp.16-37
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• 2015

본 연구는 석조전 정원 조성 과정과 변천을 사회적 배경에 따른 덕수궁 권역의 변천과 연계하여 분석하였다. 그 결과 정원의 변천 과정을 4단계로 구분하였다. 첫째, 개항기 말인 1896년에서 1914년이다. 1896년부터 1897년까지 경운궁은 법궁으로 조성되어 고종의 거처로 중화전과 석조전이 마련되었다. 석조전 건립 초기에는 브라운이 관여했고, 준공과 정원은 데이빗슨이 마무리했다. 정원 조성 과정에서 중화전 회랑이 훼철되고 돈덕전이 편입되었다. 정원은 중심부에 원형 기식화단과 축선을 겸한 동선을 지닌 단순한 형태였고 독수리 조각상을 세웠으나 곧 철거되었다. 둘째, 1915년에서 1932년으로 17년간 형태가 유지되었던 시기이다. 1911년 대한제국 말기 궁내부를 계승한 이왕직이 1915년에 주전과를 설치하여 덕수궁 내 건물들을 조사했다. 당시의 정원은 1차 조성 형태 요소 중 중심축선은 유지하였지만, 녹지대는 비대칭형으로 하였다. 세부화단은 원형이고 오픈 노트 기법과 경계부 식재를 했고, 세분된 동선을 조성했다. 셋째, 1933년에서 1937년까지로 석조전이 개방된 시기이다. 1932년 석조전을 상설미술관으로 개방하기 위해 많은 건물을 훼철했다. 새로 조성한 정원은 중심축과 연계된 동선 중심에 거북이 조각상이 놓인 직사각형 수반이 있는 형태이다. 넷째, 1938년에서 해방까지로 덕수궁이 공원화된 시기이다. 이왕가미술관을 건립하여 석조전과 브리지로 연결하였고, 정원은 선큰(sunken) 정원으로 변모했다. 분수대, 파고라가 도입되었고 이후 부분적인 변형이 있었으나 현재까지 지속되고 있다. 이처럼 현재 남겨진 석조전 정원은 최초의 모습이 아니며, 따라서 본 연구는 석조전 정원에 대한 언설이 재작성되어야 함을 밝힌 것에 의의가 있다.