• Structural Engineering and Mechanics
• /
• 제39권6호
• /
• pp.861-875
• /
• 2011

The aim of the present article is to study the micropolar thermoelastic interactions in an infinite Kelvin-Voigt type viscoelastic thermally conducting plate. The coupled dynamic thermoelasticity and generalized theories of thermoelasticity, namely, Lord and Shulman's and Green and Lindsay's are employed by assuming the mechanical behaviour as dynamic to study the problem. The model has been simplified by using Helmholtz decomposition technique and the resulting equations have been solved by using variable separable method to obtain the secular equations in isolated mathematical conditions for homogeneous isotropic micropolar thermo-viscoelastic plate for symmetric and skew-symmetric wave modes. The dispersion curves, attenuation coefficients, amplitudes of stresses and temperature distribution for symmetric and skew-symmetric modes are computed numerically and presented graphically for a magnesium crystal.

• 한국우주과학회:학술대회논문집(한국우주과학회보)
• /
• 한국우주과학회 2003년도 한국우주과학회보 제12권2호
• /
• pp.37-37
• /
• 2003

Electron whistlers frequently excite proton whistlers. The proton whistlers appear on the dynamic spectrum as rising tones, which start after the reception of a short electron whistler, asymptotically approaching the local proton gyro-frequency. The proton whistlers are dispersed forms of lightning impulses and their dispersion can be explained by the effects of heavy ions such as H+ and He+ on the propagation of an electromagnetic wave in the ionosphere. In the ionosphere, a right-handed circularly-polarized electron whistler becomes coupled to a left-handed circularly-polarized proton whistler when the frequency becomes close to a cross-over frequency. By adopting the multi-fluid numerical wave model, we examine how the mode coupling varies as the ion composition changes along altitude in the mid-latitude ionosphere. The time histories and dynamic spectra of electric fields are presented. In addition, we compare our results with the previous theoretical and observational studies.

• Structural Engineering and Mechanics
• /
• 제18권2호
• /
• pp.231-246
• /
• 2004

In this paper, a comparison of various random vibration and deterministic dynamic analyses of cable-stayed bridges subjected to asynchronous ground motion is presented. Different random vibration methods are included to determine the dynamic behaviour of a cable-stayed bridge for various ground motion wave velocities. As a numerical example the Jindo Bridge located in South Korea is chosen and a 413 DOF mathematical model is employed for this bridge. The results obtained from a spectral analysis approach are compared with those of two random vibration based response spectrum methods and a deterministic method. The analyses suggest that the structural responses usually show important amplifications depending on the decreasing ground motion wave velocities.

• Journal of Mechanical Science and Technology
• /
• 제18권3호
• /
• pp.395-406
• /
• 2004

The spectral element model is known to provide very accurate structural dynamic characteristics, while reducing the number of degree-of-freedom to resolve the computational and cost problems. Thus, the spectral element model for an axially moving Bernoulli-Euler beam subjected to axial tension is developed in the present paper. The high accuracy of the spectral element model is then verified by comparing its solutions with the conventional finite element solutions and exact analytical solutions. The effects of the moving speed and axial tension on the vibration characteristics, wave characteristics, and the static and dynamic stabilities of a moving beam are investigated.

• 대한전기학회논문지
• /
• 제40권1호
• /
• pp.18-23
• /
• 1991

Recently SLAMECKA suggested the mathematical dynamic arc model of the SF6 gas circuit breaker [1]. The author applied the above dynamic arc model to the E.H.V. transmission line and investigated the interrupting capability of the SF6 gas circuit breaker. In particular the Runge-Kutta-England numerical method suitable for the use in systems that involve nonlinear dynamic arc and traveling wave was used by converting the current source into the voltage source in the DOMMEL's method [2]. The successful computer resultls were obtained and it was found that the arc time constant and the second derivative of the arc conductance are closely related to the interrupting capability of the SF6 gas circuit breaker.

• 대한전자공학회논문지
• /
• 제26권11호
• /
• pp.1759-1769
• /
• 1989

This paper presents the development of a simulator for an industrial robot. The simulator is characterized by a fully integrated dynamic model and a hardware oriented control scheme. The dynamic model includes the actuator dynamics as well as the manipulator dynamics to integrate the entire dynamics of the robot system. On the other hand, the control scheme is oriented as a hardware structure which is usually implemented in the industrial robot. That is to say, a conventional PI control law is used to regulate the position, the speed, and the current. A Pulse Wave Modulation (PWM)generator modulates the supplied voltage to the actuator. Since the simulator is consistent with the industrial robot system, it provides the essential design concepts for the development process of the robot. In practice, the simulator is applied to the SCARA robot which has been developed in GSIS. Here, it investigates the characteristics and performance of the robot with changing design parameters. Thus, the investigation furnishes criteria for the selection of acfuator, control gain, trajectory planning, etc.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 1997년도 추계학술대회논문집; 한국과학기술회관; 6 Nov. 1997
• /
• pp.402-407
• /
• 1997

For cylindrical shells, the closed-form solutions are limited only to the cases with special boundary and/or loading conditions. Though the finite element method is certainly a powerful solution approach for the general structural dynamics problems, it is known to provide reliable solutions only in the low frequency region due to the inherent high sensitivities of structural and numerical modeling errors. Instead, the spectral element method has been proved to provide extremely accurate dynamic responses even in the high frequency region. Since the wave characteristics of a cylindrical shell becomes identical to that of a flat plate as the frequency increases, an equivalent plate model (EPM) representing the high-frequency dynamic characteristics of a cylindrical shell is introduced herein. The EPM-based spectral element analysis solutions are compared with the known analytical solutions for the corresponding cylindrical shell to confirm the validity of the present modeling approach.

• 한국해안·해양공학회논문집
• /
• 제33권4호
• /
• pp.168-178
• /
• 2021

방파제 형식에 따른 반사율 변화가 해저지형에 미치는 영향을 살펴보기 위한 수치 모의를 수행하였다. 수치 모형은 OpenFoam 기반 tool box인 OlaFlow와 물리기반 지형모형[SeoulFoam]으로 구성하였으며, 이 과정에서 침·퇴적으로 인해 변형을 겪는 해저지형과 내습하는 파랑 간의 상호작용은 Dynamic Mesh를 활용하여 기술하였다. 다양한 반사 특성을 보이는 사석 경사제, 직립제, 곡면 슬릿 케이슨 방파제는 서로 다른 정상파를 결과하였으며, 이는 해저지형에 상당한 영향을 미치는 것을 확인하였다. 이러한 결과는 저면 유속이 상대적으로 큰 정상파 마디[node]에서 연행된 모래가 경계층 drift에 의해 배[antinode]로 이송된다는 Nielsen(1993)의 연구 결과와도 일치한다. 이렇게 재배치되는 모래로 정상파의 배[antinode]에는 sand wave의 마루, 마디[antinode] 인근에는 sand wave의 곡이 형성되었으며, sand wave 진폭은 반사계수가 우월한 곡면 슬릿 케이슨에서 가장 크게 관측되었다. 이러한 현상은 반사계수가 큰 경우 마디에서의 저면 유속 증가로 상대적으로 많은 모래가 연행되어 발생하는 것으로 판단된다.

• Earthquakes and Structures
• /
• 제10권5호
• /
• pp.1233-1251
• /
• 2016

In this paper, it is aimed to determine the stochastic response of a suspension bridge subjected to spatially varying ground motions considering the geometric nonlinearity. Bosphorus Suspension Bridge built in Turkey and connects Europe to Asia in Istanbul is selected as a numerical example. The spatial variability of the ground motion is considered with the incoherence, wave-passage and site-response effects. The importance of site-response effect which arises from the difference in the local soil conditions at different support points of the structure is also investigated. At the end of the study, mean of the maximum and variance response values obtained from the spatially varying ground motions are compared with those of the specialised cases of the ground motion model. It is seen that each component of the spatially varying ground motion model has important effects on the dynamic behaviour of the bridge. The response values obtained from the general excitation case, which also includes the site-response effect causes larger response values than those of the homogeneous soil condition cases. The variance values calculated for the general excitation case are dominated by dynamic component at the deck and Asian side tower. The response values obtained for the site-response effect alone are larger than the response values obtained for the incoherence and wave-passage effects, separately. It can be concluded that suspension bridges are sensitive to the spatial variability of ground motion. Therefore, the incoherence, the wave-passage and especially the site-response effects should be considered in the stochastic analysis of this type of engineering structures.

• 대한전자공학회논문지SD
• /
• 제40권8호
• /
• pp.580-587
• /
• 2003

본 논문에서는 진행파형 전계흡수 변조기 (TW-EAM: traveling-wave electroabsorption modulator)의 선형성을 분석하기 위한 새로운 모델을 제시한다. TW-EAM은 소자의 길이, 마이크로파 손실 (microwave loss, ML), 그리고 임피던스 부정합에 의한 내부반사(internal reflection, IR) 등이 소자의 선형성에 영향을 미친다. 소자의 길이의 증가는 혼변조 왜곡 (intermodulation distortion, IMD)이 최소가 되는 전원전압의 크기를 감소시킨다. ML의 증가는 3차 혼변조 왜곡 (third-order IMD, IMD3)의 감소와 동시에 출력신호의 전력도 감소시킨다. IR은 입력주파수의 파장과 소자의 길이에 따라 각기 다른 IMD 특성을 나타낸다. ML 또는 IR에 의한 SFDR (spurious-free dynamic-range)의 변화는 거의 없었으며, TW-EAM의 IR을 이용하면 ML에 의한 신호 전력의 감쇄를 보상해 줄 수 있음도 알 수 있었다. 결과적으로 50 GHz 대역의 RF-광통신용 TW-EAM은 길이가 0.8 mm이고 출력단의 임피던스 부정합을 이용하면서 최소의 손실을 가지는 구조가 적당함을 알 수 있었다.