• 한국자동차공학회논문집
• /
• 제11권6호
• /
• pp.164-170
• /
• 2003

The finite element analysis of tires has been conventionally performed by either neglecting tread pattern or modeling only circumferential grooves. Besides, the tire analysis has been mainly limited to static or steady state rolling analysis. In this paper, a transient dynamic analysis of a patterned tire rolling over a cleat with an explicit finite element program is presented. The patterned tire with detailed tread blocks is modeled by a systematic mesh generation procedure, in which tire body and tread pattern meshes are separately generated in the beginning and then both meshes are combined by the tie constraint method. The cleat impact analysis is conducted by using both the patterned tire and the smooth tire models to predict the cleat enveloping characteristics. It is seen that the analysis results of the patterned tire model are in a good agreement with the experimental results.

• 한국소음진동공학회논문집
• /
• 제12권1호
• /
• pp.29-35
• /
• 2002

A simulation program for vehicle dynamic analysis was developed. The Cartesisn coordinate system was used for translational motion and the Euler angle system was used for rotational motion. A three dimensional multi-wheeled vehicle model and equations of motion were derived. Also static equilibrium analysis was added for initial vehicle condition setting. The program user can describe the exact characteristics of suspension spring force and damping force in the user subroutine. A wheel-ground contact model which represents geometrical effect was developed. Two cases of simulation for 16 D.O.F. vehicle model were conducted to validate the developed program by comparing the simulation results with the experimental data.

• 대한기계학회논문집
• /
• 제12권3호
• /
• pp.419-425
• /
• 1988

본 연구에서는 노면의 요철에 의한 차량의 동적반응을 구할 수 있도록 국내의 소형 승용차를 모델로 현가장치의 비선형성을 고려한 전체 10 자유도의 동역학적 모델 을 개발하였다. 모델을 개발함에 있어서 기본적으로 실차의 모든 요소들을 모델링하 려고 노력하였으며 그 이유는 본 연구에서 개발된 모델이 실차의 현가장치 부품 설계 에 사용되도록 하기 위함이다.

• 융합보안논문지
• /
• 제19권3호
• /
• pp.37-41
• /
• 2019

최근 다양한 형태의 악성코드 등장으로 인해 기존의 정적 분석은 많은 한계를 노출하고 있다. 정적분석은 (악성)코드를 실제로 실행하지 않고 원시 코드나 목적 코드를 가지고 코드나 프로그램의 구조를 분석하는 것을 의미한다. 한편 정보보안 분야에서의 동적 분석이란 일반적으로 (악성)코드를 직접 실행하여 분석하는 형태로 프로그램의 실행 플로우를 파악하기 위해 (악성)코드의 실행 전후 상태를 비교·조사하여 분석하는 형태를 의미한다. 그러나 동적 분석을 위해서는 막대한 양의 데이터와 로그를 분석해야 하며 모든 실행 플로우를 실제로 저장하기도 어려웠다. 본 논문에서는 윈도우 환경(윈도우 10 R5 이상)에서 2세대 PT를 기반으로 악성코드 탐지 및 실시간 다중 동적 분석을 수행하는 시스템의 전처리기 구조를 제안하였고 이를 구현하였다.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 1999년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall
• /
• pp.113-120
• /
• 1999

When we design the large rockfill dams the safety of dams against the quake must be considered. Generally pseudostatic analysis method has been used for slope stability and evaluation of safety but the case of dynamic response analysis of earthquake was not in general in Korea. Therefore we need to perform the dynamic response analysis of rockfill dams from these results we analyze the dynamic behavior of dam body such as response displacement and response acceleration. consequently we analyse the selected model of rockfill dam using the FLAC-2D (FDM) program.

• 한국추진공학회:학술대회논문집
• /
• 한국추진공학회 2009년도 춘계학술대회 논문집
• /
• pp.417-418
• /
• 2009

Aiming at time-dependent performance prediction of Liquid Rocket Engine(LRE) system, Program for Dynamic Characteristic Prediction of LRE is overviewed, and a modeling and dynamic analysis of rocket engine system with reference to developed transient simulator for LRE is outlined.

• 전산구조공학
• /
• 제2권2호
• /
• pp.53-62
• /
• 1989

최근에 원유와 석유제품을 저장하기 위한 지하공동의 필요성이 급증하고 있다. 지하저장공동의 동적응답을 구하기 위하여 재료비선형(탄.점소성)과 기하학적 비선형 효과를 모두 고려한 프로그램 VISDYN을 작성하여 그 유효성을 확인하였다. 프로그램 VISDIN을 이용하여 지하저장 공동의 탄.점소성 동적해석을 수행한 결과 공동을 굴착한 후 지반이 안정상태에 도달한 때의 변위와 굴착 직후의 변위는, 동적인 변위 응답에서는 차이가 거의 없음을 알 수 있었다.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2003년도 춘계학술대회 논문집
• /
• pp.476-480
• /
• 2003

This paper presents an effective method to analyze the dynamic characteristics for the shilling transients of power transmission system using the multibody dynamics, which is composed of subsystem equation, subsystem assemble, and the self-determining technique for the system degree of freedom. Using the advantages of multibody dynamics, the proposed method can be used easily for mathematical models of mechanical systems, such as a power transmission, compared with newtonian method. With this theory, dynamic simulation program was developed. The program can be used to verify system performances, transient phenomena, and other dynamic problems. The simulation of a target system was presented, and its validity was attained by being compared with the previous analysis using newtonian method.

• International Journal of Automotive Technology
• /
• 제6권4호
• /
• pp.403-411
• /
• 2005

The bus is regarded as one of the most frequently used public transportation systems, the research and development on driving stability, safety, and convenience for drivers and passengers has tremendously increased in recent days. This paper investigated the design of the bus door mechanism composed of an actuator (or motor) and linkages. The bus door mechanism is divided into many types according to the coupling of the linkages and the driving system. The mathematical models of all types of door mechanism have been constructed for computer simulation. To design the bus door mechanism, we developed a simulation program, which automates the kinematic and dynamic analysis according to the input parameters of each linkage and the driving system. Using this program, we investigated the design parameters that affect the kinematic and dynamic characteristics of the bus door mechanism under various simulation conditions. In addition, simple examples are examined to validate the developed program.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
• /
• pp.427-434
• /
• 2000

This paper presents a computer program for a 2-D fluid-structure-soil interaction analysis. With this computer program the fluid can be modeled by a spurious free 4-node displacement-based fluid element which uses rotational penalty and mass projection technique in conjunction with the one point reduced integration scheme to remove the spurious zero energy modes. The structure and near field soil are discretized by the standard finite elements while the unbounded far field soil are discretized by the standard finite elements while the unbounded far field soil is represented by the frequency dependent dynamic infinite elements. Sine this method models directly the fluid-structure-soil system it can be applied to the dynamci analysis of 2-D liquid storage structure with complex geometry. For the purpose of verification dynamic analyses for tanks on a rigid foundation and on compliant embankment are carried out. Comparison of the present results with those by ANSYS program shows good agreement.