• Structural Engineering and Mechanics
• /
• 제64권5호
• /
• pp.543-555
• /
• 2017

The non-linear behaviour of integral infilled frames (in which the infill and the frame are bonded together with help of various interface materials) is studied both experimentally and numerically. The experiments were carried out on one-sixth scale two-bay and three-storey reinforced concrete frames with and without infill against static cyclic loading. Three interface materials - cement mortar, cork and foam have been used in between the infill and the frame. The infill, interface and the frame are bonded together is called integral frame. The linear and non-linear behaviors of two dimensional bare frame and integral infilled frame have been studied numerically using the commercial finite element software SAP 2000. Linear finite element analysis has been carried out to quantify the effect of various interface materials on the infilled frames with various combinations of 21 cases and the results compared. The modified configuration that used all three interface materials offered better resistance above others. Therefore, the experiments were limited to this modified infilled frame case configuration, in addition to conventional (A1-integral infilled frame with cement mortar as interface) and bare frame (A0-No infill). The results have been compared with the numerical results done initially. It is found that stiffness of bare frame increased by infilling and the strength of modified frame increased by 20% compare to bare frame. The ductility ratio of modified infilled frame was 42% more than that of the conventional infilled frame. In general, the numerical result was found to be in good agreement with experimental results for initial crack load, ultimate load and deformed pattern of infill.

• 대한조선학회논문집
• /
• 제34권3호
• /
• pp.76-84
• /
• 1997

초기설계 단계에서는 선체구조 강도의 신속한 해석을 위해 보요소를 사용한 유한요소 해석이 일반적으로 사용된다. 선체구조를 보요소로 모델링할 때, 브라켓은 해석의 간편화를 위해 강체 요소로 표시된다. 강체 단부의 길이(=span point)는 세 가지 관점 - 굽힘, 전단, 축 변형 - 에 따라서 결정된다. 본 논문에서는, 새로운 2차원 보요소를 개발하였고, 2차원 해석으로 3차원 해석을 대신할 수 있는 방법을 제안하였다. '강체 단부 보요소' 라고 명명된 이 보요소는 한 요소 내에서 세 종류의 span point 효과를 모두 고려할 수 있는데, 이것은 보통의 보요소에서는 불가능한 것이다. 강체 단부 보요소를 사용한 Portal frame 해석결과는 membrane 해석결과와 잘 일치한다. 그리고, 영향계수를 사용한 2단계 해석을 포함하는 준 3차원 해석결과는 좋은 정확도를 보이고 있다. 강체 단부 보요소와 준 3차원 해석방법을 사용한 구조해석은 브라켓에 해당하는 요소가 필요치 않고, 3차원 해석을 단순화시킬 수 있었기 때문에 좋은 계산효율을 가진 것으로 판명되었다.

• 한국콘텐츠학회논문지
• /
• 제19권11호
• /
• pp.527-548
• /
• 2019

질 들뢰즈는 프레임을 수많은 하위 세트의 정보를 지닌 닫힌 시스템으로 보았다. 인간과 세계의 관계에서 수학적 세계관과 물리적 세계관의 대립은 프레임에서도 찾아볼 수 있다. 수학적으로 보자면, 2차원의 프레임의 좌표나 변수들이 모여 있고 균형과 조화를 이루는 기하학적 시스템이다. 선형 원근법은 프레임에 소실점, 수평선 혹은 지평선을 통해서 2차원 평면에 3차원의 깊이감을 표현하였다. 그리고 엄격한 선원근법의 정착은 프레임 내 소실점을 향한, 즉 내부로 향하는 무한을 그리고 소실점의 반대 방향 즉 프레임의 바깥을 향하는 무한을 상정할 수 있게 해준다. 도화지 안에 있는 도형이나 선들의 관계뿐만 아니라, 도화지 속의 도형과 선사이의 공간이 인식된 것이다. 회화에서 원근법의 발전과 같이, 영화에서도 원근법의 적용과 탈 프레임화가 이뤄지기도 했다. 그러나 이러한 선원근법은 우리의 눈이 실제 관찰하는 광학적 특성과 어긋나는 점이 있다. 세계를 관성, 가속도, 작용과 반작용의 운동과 끊임없는 변화로 보는 물리적 세계관은 프레임의 중심경향성, 게스탈트적 속성에 주목하게 된다. 우주의 일부를 한정하는 프레임은 분명 프레임과 그 밖을 구분하지만, 결코 단절된 관계가 아니라, 프레임은 우주 안에 있으며 프레임 밖과 연결되어 있다. 이러한 시야 바깥에 무한의 정신적인 세계가 있다. 영화는 3차원의 공간을 2차원에 재현하면서 4차원의 시간을 담고 있다. 프레임의 바깥 즉 시야 바깥이 5차원의 영역인 정신을 담고 있는지 모른다.

• 반도체디스플레이기술학회지
• /
• 제10권3호
• /
• pp.61-65
• /
• 2011

The capabilities of finite elements codes allow now accurate simulations of blanking processes when appropriate materials modelling are used. Over the last decade, numerous numerical studies have focused on the influence of process parameters such as punch-die clearance, tools geometry and friction on blanking force and blank profile. In this study, three dimensional finite element analysis is carried out to design a lead frame blanking die using LS-Dyna3D package. After design of the blanking die, an experiment is also carried out to investigate the characteristics of blanking for nickel alloy Alloy42, a kind of IC lead frame material. In this paper, it has been researched the investigation to examine the influence of process parameters such as clearance and air cylinder pressure on the accuracy of sheared plane. Through the experiment results, it is shown that the quality of sheared plane is less affected by clearance and air cylinder pressure.

• 한국공작기계학회:학술대회논문집
• /
• 한국공작기계학회 2000년도 추계학술대회논문집 - 한국공작기계학회
• /
• pp.163-168
• /
• 2000

In this paper, a 3-D computer-aided die design process was developed for automobile rear frame with drawing, trimming, flanging, cam-piercing and piercing for tool design. The tool design has been done using Pro/Engineer on a personal computer. It is composed of four stations. The goal of this research is to apply each of stations for the standard tool specification to each station.

• ETRI Journal
• /
• 제44권2호
• /
• pp.286-299
• /
• 2022

Human activity recognition in real time is a challenging task. Recently, a plethora of studies has been proposed using deep learning architectures. The implementation of these architectures requires the high computing power of the machine and a massive database. However, handcrafted features-based machine learning models need less computing power and very accurate where features are effectively extracted. In this study, we propose a handcrafted model based on three-dimensional sequential skeleton data. The human body skeleton movement over a frame is computed through joint positions in a frame. The joints of these skeletal frames are projected into two-dimensional space, forming a "movement polygon." These polygons are further transformed into a one-dimensional space by computing amplitudes at different angles from the centroid of polygons. The feature vector is formed by the sampling of these amplitudes at different angles. The performance of the algorithm is evaluated using a support vector machine on four public datasets: MSR Action3D, Berkeley MHAD, TST Fall Detection, and NTU-RGB+D, and the highest accuracies achieved on these datasets are 94.13%, 93.34%, 95.7%, and 86.8%, respectively. These accuracies are compared with similar state-of-the-art and show superior performance.

• 한국공작기계학회논문집
• /
• 제10권3호
• /
• pp.31-37
• /
• 2001

In this paper, we developed an automated program for the modeling and simulation of three-dimensional roller gear cam mechanisms. The three-dimensional modeling for a roller-gear cam employs coordinate transformations based on the con-tact condition. the wire frame modeling followed by the shading technique using triangular meshing elements incorporat-ed the to reduce the number of data and computational load. Computer simulations for two kinds of products for rollger-gear cam mechansim illustrate the relative motion between the modeled roller-gear cam and a turret and thus show the effectiveness of the proposed modeling.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 1999년도 봄 학술발표회 논문집
• /
• pp.218-225
• /
• 1999

In order to completely automatize the moving load analysis for the three-dimensional frame model of the girder bridge, the efficient software technique is presented, which makes use of the signal among processes. If this software technique is used in automation, the separate algorithm is not needed for the transverse loading analysis, and the complete automatic moving load analysis algorithm can be easily developed. The program, which has the complete automatic moving load analysis function, has been developed with using this software technique, and has been verified by comparing the results with the one in the famous design book.

• Structural Engineering and Mechanics
• /
• 제22권5호
• /
• pp.575-597
• /
• 2006

Enhanced three-dimensional finite elements for geometrically nonlinear analysis of cable-supported structures are presented. The cable element, derived by using the concept of an equivalent modulus of elasticity and assuming the deflection curve of a cable as catenary function, is proposed to model the cables. The stability functions for a frame member are modified to obtain a numerically stable solution. Various numerical examples are solved to illustrate the versatility and efficiency of the proposed finite element model. It is shown that the finite elements proposed in this study can be very useful for geometrically nonlinear analysis as well as free vibration analysis of three-dimensional cable-supported structures.

• 한국해양공학회지
• /
• 제2권1호
• /
• pp.95-105
• /
• 1988

This paper describes the development of a reliability-based optimum design technique for such three dimensional tubular frames as off shore structures. The objective function is formulated for the structural weight. Constraints that probability of failure for the critical sections does not exceed the allowable probability of failure are set up. In the evaluation of the probability of failure, fatigue as well as buckling and plasticity failure are taken into account and the mean-value first-order second-moment method(MVFOSM) is applied for its calculation. In order to reduce the computing time required for the repeated structural analysis in the optimization process, reanalysis method is also applied. Application to two and three dimensional simple frame structures is performed. The influence of material properties, external forces, allowable failure probabilities and interaction between external forces on the optimum design is investigated.