• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.15 no.1
• /
• pp.189-195
• /
• 2002

This paper deals with the free vibration of horizontally curved beams with transition currie. Based on the dynamic equilibrium equations of a curved beam element subjected to the stress resultants and inertia forces, the governing differential equations are derived for the out-of-plane vibration of curved beam with variable curvature. These equations are applied to the beam having transition curve in which the clothiod curve is chosen in this study. The differential equations are solved by the numerical methods lot calculating the natural frequencies and mode shapes. For verifying theories developed herein, the frequency parameters obtained from this studs and ADINA are compared with each other. As the numerical results, the various parametric studies effecting on natural frequencies are investigated and those results are presented in tables and figures.

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 2004.05a
• /
• pp.62-62
• /
• 2004

최근 신소재인 선진 복합 재료 중 탄소 섬유 강화 플라스틱(이하 CFRP라고 한다. )은 비강도, 비강성이 높기 때문에 경량화가 요구되는 여러 분야, 즉 항공기, 인공위성, 원자로, 자동차 산업분야, 조선 산업분야 등 널리 사용되고 있다. 경량화가 요구되는 분야에 사용되는 구조 부재의 형상은 평판보다는 다양한 형태의 곡면 형상을 뛰는 챌(Shell)의 형상을 갖는다. 또한 이러한 구조물에 충격이 가해 졌을 때 곡면을 갖는 구조물의 충격_응답 및 파괴형태는 평판과는 다른 양상을 보인다.(중략)

• Proceedings of the Korea Water Resources Association Conference
• /
• 2012.05a
• /
• pp.468-468
• /
• 2012

레이더 강우를 적극적으로 활용하기 위해서는 레이더 강우에 포함된 각 오차들에 대한 특성을 파악하고 정량화하는 것이 무엇보다 중요하다. 본 연구에서는 레이더 반사도의 오차구조를 파악하고 그러한 오차구조를 갖는 반사도로부터 표출한 CAPPI의 거리오차를 보정하였다. 이러한 거리오차 파악을 위해서는 참 값으로 가정할 수 있는 기준 반사도가 필요하며 본 연구에서는 VPR 모형으로부터 기준 반사도인 지상 반사도를 추정하였다. 그 결과 일정한 VPR 모형을 적용하게 되면 거리와 상관없이 오차는 일정하고 오직 고도에 의해서만 영향을 받는다. 그러나 일정 고도에서의 반사도 표출 방법인 CAPPI는 지구곡률효과로 인해 실제로 거리가 멀어 질수록 관측 고도가 높아진다. 이에 따라서 오차는 거리가 멀어질수록 커지게 된다. 이는 실제 호우사상에 적용한 결과에서도 유사하게 나타났다. 강릉 기상 레이더의 경우 1.5km CAPPI는 약 100km까지 1.5km 고도를 유지하다 그 이상부터 고도가 점점 높아진다. CAPPI의 오차를 거리에 따라 분포시킨 결과에서도 100km까지는 어느 정도 일정한 오차를 보이다 그 이상부터 오차가 점점 증가하는 것으로 나타났다. CAPPI의 오차를 2차원 평면으로 나타낸 결과에서도 호우가 전반적으로 퍼져있는 시점부터 원거리에서 큰 오차를 보이고 있다. 이는 오차의 평균에서 더욱 명확히 나타났다. 이와 같이 CAPPI는 원거리 자료에서 오차가 크게 나타나고 있다. 이에 CAPPI에 포함된 거리오차를 VPR 모형을 이용하여 보정하였다. 그 결과 원거리에서의 오차가 감소하였음을 확인하였다.

• Journal of Korean Society of Steel Construction
• /
• v.10 no.1 s.34
• /
• pp.47-61
• /
• 1998

The behavior of horizontally curved I-girder bridges is complex because the flexural and torsional behavior of curved girders are coupled due to their initial curvature. Also, the behavior is affected by cross beams. To investigate the behavior of horizontally curved I-girder bridges, it is necessary to consider curved girders with cross beams. In order to perform free vibration analyses of horizontally curved I-girder bridges, a finite element formulation is presented here and a finite element analysis program is developed. The formulation that is presented here consists of curved and straight beam elements, including the warping degree of freedom. Based on the theory of thin-walled curved beams, the shape functions of the curved beam elements are derived from homogeneous solutions of the static equilibrium equations. Third-order hermits polynomials are used to form the shape functions of the straight beam elements. In the finite element analysis program, global stiffness and mass matrix are composed, based on the Cartesian coordinate system. The Gupta method is used to efficiently solve the eigenvalue problem. Comparing the results of several examples here with those of previous studies, the formulation presented is verified. The validity of the program developed is shown by comparing results with those analyzed by the shell element.

• Journal of the Korean Society of Hazard Mitigation
• /
• v.8 no.1
• /
• pp.9-14
• /
• 2008

In the case of horizontally curved bridges, the use of curved composite box girder bridges are increased due to its functionality and for aesthetical reason. As it compared with the open section, the steel box girder bridges have advantages to resistant of distortion and corrosion. In practice the grid analysis is conducted by utilizing only the cross beam. Since the stiffness of the concrete slab is not included in the grid analysis, the cross beam is induced the distribution of the live load. In this study the affects of the radius of curvature, the number of diaphragm and cross beam to the load distribution of the curved steel box girder bridge was investigated by applying the finite element method. The results indicate that the curvature of curved bridge had a large affect of the load distribution and as the curvature was increased the load distribution factor was increased. A single diaphragm at the center of girder is important role for the load distribution effects and structural stability, but additional diaphragm did not affect it as much. The affects of the cross beam to the load distribution were investigated and its influence was minor. It can be safely concluded that the addition of cross beam does not aid the purpose of the live load distribution. And the stiffness of concrete slab for the load distribution effects should be concerned in the design of curved steel box girder bridges.

• Transactions of the Korean Society of Mechanical Engineers A
• /
• v.20 no.1
• /
• pp.100-114
• /
• 1996

In this paper, a new thin-walled beam finite elcment is developed to overmome the difficulties in the analysis of real structures by existing beam elements. The element is formulated by extending Benscoter's assumption and also by adopting the concept of the curvature-based element. It is applicable to the analysis of the beams with arbitrary cross-sectional shapes. The results obtained show that the element is locking-free and the accuracy of the finite element solutions is remarkably improved.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.11 no.4
• /
• pp.27-35
• /
• 1991

This paper presents a numerical analysis procedure and a characteristics for vibration and buckling of the cylinderical panels. The panels with simply-simply or simply-clamped edge supports are subjectes to circumferential compressive or flexural stresses. The differential equations governing vibration and buckling for these panels are derived by using the fundamental differential equation of the Love-Timoshenko and are solved numerically via the Galerkin method. The panel with simply-clamped edge supports is used a trigonometric function or a eigen function of a beam as a trial function and the effects of trial functions on numerical solutions are displayed. Numerical results are presented to demonstrate the effects of the flexural parameters in natural frequencies and coefficients of critical buckling and some typical mode shapes of vibration and buckling are also presented.

• Journal of the Institute of Electronics Engineers of Korea SP
• /
• v.37 no.1
• /
• pp.1-15
• /
• 2000

To reconstruct 3- D shape, It is a common strategy to acquire multiple range Images from different viewpoints and integrate them into a common coordinates In this paper, we particularly focus on the registration and integration processes for combining all range Images into one surface model. For the registration, we propose the 2-step registration algorithm, which consists of 2 steps the rough registration step using all data points and the fine registration step using the high-curved data points For the integration, we propose a new algorithm, referred to as ‘multi-registration’ technique, to alleviate the error accumulation problem, which occurs during applying the pair-wise registration to each range image sequentially, in order to transform them into a common reference frame Intensive experiments are performed on the various real range data In experiments, all range images were registered within 1 minutes on Pentium 150MHz PC The results show that the proposed algorithms registrate and integrate multiple range Images within a tolerable error bound in a reasonable computation time, and the total error between all range Images are equalized with our proposed algorithms.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.22 no.1
• /
• pp.105-115
• /
• 2009

Numerical analysis of shear walls governed by flexural behavior is conducted for the seismic control performance of proposed friction dampers installed at the center of coupling beams. Control effectiveness of shear walls connected by beams with the proposed dampers are compared for single shear wall with same flexural rigidity. Average responses of the shear walls with the dampers are found with seven scaled-downed earthquakes based on KEC 2005 design spectrum. Slip load is the most important design parameter. It is designed to be 5, 10, 20, 30, 60, 90% of total vertical shear force at damper location to prevent damper slip in specific stories. Nonlinear time-history analysis is conducted by using SeismoStruct analysis program. Seismic control performance of the dampers is evaluated for base shear, energy dissipation, curvature and top-floor displacement. Results show that the dampers are the most effective in reducing the responses when their total slip load is 30% of total vertical shear force.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2013.08a
• /
• pp.254.1-254.1
• /
• 2013

현재의 나노기술 및 부품은 나노미터 이하의 초고분해능을 요구하면서도 나노미터 이하의 정확도로 가공할 수 있는 기술을 요구하고 있다. 이온현미경은 위 두 요구조건을 만족하는 차세대 현미경으로써 초고분해능 이미징과 함께 기존의 갈륨이온을 사용하는 집속이온빔 장치보다 네온가스등을 이용하여 더 정밀하게 에칭 및 스퍼터링을 할 수 있다. 이온현미경은 전자현미경에 비해 더 깊은 초점심도를 갖으며, 색수차와 구면수차에 비교적 둔감하고 전자에 비해 무거운 이온의 무게 때문에 짧은 파장을 갖는 특징을 가지고 있다. 이와 같은 특징을 이용하면 전자현미경과 다른 여러 특징과 장점을 갖는 고분해능의 현미경을 제작할 수 있다. 이와 같이 차세대 현미경으로 주목받는 이온현미경의 중요한 부분인 이온총은 현재 가스장 이온 소스 방법으로 대부분 개발되고 있다. 가스장 이온 소스는 1950년대에 E. W. Muller에 의해 개발된 전계 이온 현미경(Field Ion Microscope)에서 응용된 방법으로 뾰족한 탐침에서의 가스 이온화를 기반으로 한다. 가장 보편적으로 사용되는 재질은 텅스텐으로 수십 nm 정도의 곡률 반경을 갖도록 제작하고 초고진공에 설치하여 강한 양전압을 인가함과 동시에 가스를 팁 주변에 넣어주면 팁표면에서 이온빔이 발생하게 된다. 본 연구에서는 위와 같이 차세대 나노장비로써 주목받는 이온현미경의 특징에 대해 소개하고, 특히 이온현미경의 이온총 원천기술 개발을 위해 연구하고 있는 가스장 이온 소스의 특성에 대해 소개한다. 수소, 네온, 헬륨의 전계 이온현미경과 함께 생성된 이온빔의 안정도 및 각전류 밀도를 계산하여 실제 이온총으로의 적용 가능성에 대해 보여준다.