• Proceedings of the KIEE Conference
• /
• 2006.07a
• /
• pp.553-554
• /
• 2006

본 연구의 목적은 Pspice를 이용하여 SI Thyristor의 구조적인 특징과 스위칭 동작을 설명하면서도 비교적 간략화 된 등가 모델을 개발하는 것에 있다. 이러한 목표로 등가모델은 SI Thyristor의 구조적 형태에 기반을 두어 BJT 소자를 이용한다. 또 게이트 구조와 스위칭 매커니즘을 고려한 MOSFET, Steady state Turn on 상태에서 dominant 모델인 PIN Diode로 구성되어 있다. 개발된 등가모델을 스너버회로와 함께 스위칭 과도응답을 시뮬레이션 하였으며, 그 결과는 실제 실험결과와 비교하여 검증하였다. 비교적 간단하게 고안된 회로를 통해 Turn On/Off 동작에서 스위칭 특성을 예측할 수 있으므로 펄스파워용 스위치로서 SI Thyristor의 시동특성을 해석하는데 본 등가모델을 활용할 수 있을 것으로 전망한다.

• Proceedings of the Korean Operations and Management Science Society Conference
• /
• 1996.10a
• /
• pp.275-278
• /
• 1996

We propose dynamic file allocation method in distributed database management system with changing access patterns. There are a lot of studies on file allocation problem in D-DBMS, and those studies deal with off-line analysis and optimization. Those works are well for systems with static database access patterns, but are inadequate for systems that have changing access patterns. In these systems, dynamic file allocation along with access pattern is more proper. In advance, Brunstrom et al. studied on this area, but they dealt a extremely simplified model. So, we make more practical models to simulate real system. In these models, many factors that were disregard in the advance study are considered. These models are composed with the non-replication system and the replication system. In addition to, we deal with CPU workload balancing in such system in order to improve performance of systems. Our methodology is very simple and realistic, therefore we think that it will give a lot of improvement in D-DBMS with changing access pattern.

• Proceedings of the Korean Society of Precision Engineering Conference
• /
• 1995.04b
• /
• pp.490-496
• /
• 1995

A four-legged mobile robot can move on the plain terrain with mobility and stability, but if there exist any obstacles on the terrain of the motion direction, it takes extra times for a mobile robot to cross those obstacles and the stability should be considered during motion. The main objevtive is the study of a quadruped which can cross obstacles with better mobility, stability and fuel economy than any other wheeled or tracked vehicles. Vertical step, isolated wall and ditch are the basic obstacles and by understanding those three cases perfectly, a quadruped can move on any mixed rough terrain as 4-legged animal moves. Each leg of a determine the crossing capability in a static analysis. A quadruped can be simplified with links and joints. By applying the research method, a quadruped can determine the control procedures as soon as it receives the terrain informations from scanner and finally can be moved as animals move with mobility and stability.

• Proceedings of the KIEE Conference
• /
• 2006.07b
• /
• pp.1219-1220
• /
• 2006

본 연구의 목적은 Pspice를 이용하여 SI Thyristor의 구조적인 특징과 스위칭 동작을 설명하면서도 비교적 간략화된 등가 모델을 개발하는 것에 있다. 이러한 목표로 등가모델은 SI Thyristor의 구조적 형태에 기반을 두어 BJT 소자를 이용한다. 또 게이트 구조와 스위칭 매커니즘을 고려한 MOSFET, Steady state Turn on 상태에서 dominant 모델인 PIN Diode로 구성되어 있다. 개발된 등가모델을 스너버회로와 함께 스위칭 과도응답을 시뮬레이션하였으며 그 결과는 실제 실험결과와 비교하여 검증하였다. 비교적 간단하게 고안된 회로를 통해 Turn On/Off 동작에서 스위칭 특성을 예측할 수 있으므로 펄스파워용 스위치로서 SI Thyristor의 시동특성을 해석하는 데 본 등가모델을 활용할 수 있을 것으로 전망한다.

• Proceedings of the KIEE Conference
• /
• 2006.07c
• /
• pp.1679-1680
• /
• 2006

본 연구의 목적은 Pspice를 이용하여 SI Thyristor의 구조적인 특징과 스위칭 동작을 설명하면서도 비교적 간략화된 등가 모델을 개발하는 것에 있다. 이러한 목표로 등가모델은 SI Thyristor의 구조적 형태에 기반을 두어 BJT 소자를 이용한다. 또 게이트 구조와 스위칭 매커니즘을 고려한 MOSFET, Steady state Turn on 상태에서 dominant 모델인 PIN Diode로 구성되어 있다. 개발된 등가모델을 스너버회로와 함께 스위칭 과도응답을 시뮬레이션하였으며 그 결과는 실제 실험결과와 비교하여 검증하였다. 비교적 간단하게 고안된 회로를 통해 Turn On/off 동작에서 스위칭 특성을 예측할 수 있으므로 펄스파워용 스위치로서 SI Thyristor의 시동특성을 해석하는 데 본 등가모델을 활용할 수 있을 것으로 전망한다.

• Coupled systems mechanics
• /
• v.4 no.2
• /
• pp.115-136
• /
• 2015

We present for one-dimensional model for elastoplastic bar with combined hardening in FPZ - fracture process zone and softening with embedded strong discontinuities. The simplified version of the model without FPZ is directly compared and validated against analytical solution of Bazant and Belytschko (1985). It is shown that deformation localizes in an area which is governed by the chosen element size and therefore causes mesh sensitivity and that the length of the strain-softening region tends to localize into a point, which also agrees with results obtained by stability analysis for static case. Strain increases in the softening domain with a simultaneous decrease of stress. The problem unloads elastically outside the strain-softening region. The more general case with FPZ leads to more interesting results that also account for induced strain heterogeneities.

• Journal of the Korea Concrete Institute
• /
• v.19 no.2
• /
• pp.241-250
• /
• 2007

In case of retrofitting a concrete structure subjected to blast load by using retrofit materials such as FRP (fiber-reinforced polymer), appropriate ductility as well as raising stiffness must be obtained. But the previous approximate and simplified models, which have been generally used in the design and analysis of structures subjected to blast load, cannot accurately consider effects on retrofit materials. Problems on the accuracy and reliability of analysis results have also been pointed out. In addition, as the response of concrete and reinforcement on dynamic load is different from that on static load, it is not appropriate to use material properties defined in the previous static or quasi-static conditions to in calculating the response on the blast load. In this study, therefore, an accurate HFPB (high fidelity physics based) finite element analysis technique, which includes material models considering strength increase, and strain rate effect on blast load with very fast loading velocity, has been suggested using LS-DYNA, an explicit analysis program. Through the suggested analysis technique, the behavior on the blast load of retrofitted concrete walls using CFRP (carbon fiber-reinforced polymer) and GFRP (glass fiber-reinforced polymer) have been analyzed, and the retrofit capacity analysis has also been carried out by comparing with the analysis results of a wall without retrofit. As a result of the analysis, the retrofit capacity showing an approximate $26{\sim}28%$ reduction of maximum deflection, according to the retrofit, was confirmed, and it is judged ate suggested analysis technique can be effectively applicable in evaluating effectiveness of retrofit materials and techniques.

• Journal of the Korea Concrete Institute
• /
• v.25 no.5
• /
• pp.509-516
• /
• 2013

In this paper, performance based design of coupling beam using non-linear static analysis is proposed considering probability distribution of flexural and shear strength in order to develop flexural hinge. This method considers post-yielding behavior of coupling beam and stress redistribution of system. It can verify the reduced effective stiffness to meet the current design requirement based on linear analysis. It also evaluates the lateral displacement under service load (un-factored wind load) properly. In addition, it can optimize the coupled shear wall system by taking stress redistribution between members into account. For a simplified 30-story building, non-linear static (push-over) analysis was performed and the structural behavior was checked at performance point and several displacement steps. Furthermore, system behavior according to the amount of reinforcement and depth of coupling beam was explored and compared each other.

• Journal of the Korean Geotechnical Society
• /
• v.38 no.12
• /
• pp.29-43
• /
• 2022

Various underground facilities are being constructed to improve the urban environment. Therefore, it is more necessary than ever to reasonably evaluate the seismic response of underground utility tunnels, playing a significant part in urban infrastructure. In this study, the major features and differences of two types of existing pseudo-static analysis methods are reviewed. Each method uses a simplified 2D frame model to represent the seismic behavior of underground structures. Applying each method to a one-barrel rectangular utility tunnel in Korea, the suitability in predicting seismic responses, especially the racking deformation of the tunnel, is examined. In addition, several precautions and suggestions are provided in this study against the inattentive application of the methods to seismic evaluation of underground structures.

• Structural Engineering and Mechanics
• /
• v.25 no.5
• /
• pp.519-540
• /
• 2007

In this paper, the energy-based plastic-damage model previously proposed by the authors [International Journal of Solids and Structures, 43(3-4): 583-612] is first simplified with an empirically defined evolution law for the irreversible strains, and then it is extended to its rate-dependent version to account for the strain rate effect. Regarding the energy dissipation by the motion of the structure under dynamic loadings, within the framework of continuum damage mechanics a new damping model is proposed and incorporated into the developed rate-dependent plastic-damage mode, leading to a unified constitutive model which is capable of directly considering the damping on the material scale. Pertinent computational aspects concerning the numerical implementation and the algorithmic consistent modulus for the unified model are also discussed in details, through which the dynamic nonlinear analysis of damping structures can be coped with by the same procedures as those without damping. The proposed unified plastic-damage model is verfied by the simulations of concrete specimens under different quasistatic and high rate straining loading conditions, and is then applied to the Koyna dam under earthquake motions. The numerical predictions agree fairly well with the results obtained from experimental tests and/or reported by other investigators, demonstrating its capability for reproducing most of the typical nonlinear performances of concrete under quasi-static and dynamic loading conditions.