• 전자공학회논문지B
• /
• 제31B권5호
• /
• pp.81-87
• /
• 1994

This paper proposes a divider structure that combines a carry-propagation-free division algorithm using RSD number system and a self-timed ring structure. The self-timed ring structure enables the divider to compute at a speed comparable to that of combinational array dividers with less silicon area. By exploiting the carry-propagation-free division algorithm, we can achieve further reduction of silicon area and computation time. The algorithm and structure of the proposed divider have been successfully verified through VHDL modeling and simulation. Preliminary experimental results show the effectiveness of the algorithm and structure.

• 한국해양공학회지
• /
• 제31권3호
• /
• pp.202-207
• /
• 2017

This paper presents the results of an experimental study on the motions and mooring characteristics of a floating vertical axis wind turbine system. Based on a comparison of regular wave experiment results, the motions of structures with different types of mooring are almost the same. Based on the tension response results of a regular wave experiment with a catenary mooring system, the mooring lines in front of the structure have a larger tension effect than the back of the structure by the drifted offset of the structure. The dynamic response spectrum of the structure in the irregular wave experiments showed no significant differences in response to differences in the mooring system. As a result of the comparison of the tension response spectra, the mooring lines have a larger value with a drifted offset for the structure, as shown in the previous regular wave experiment. The results of the dynamic response of the structure under irregular wave and wind conditions showed that the heave motion response is influenced by the coupled effect with the mooring lines of the surge and pitch motion due to the drifted offset and steady heeling. In addition, the mooring lines in front of the structure have a very large tension force compared to the mooring lines in back of the structure as a result of the drifted offset of the structure.

• 한국문헌정보학회지
• /
• 제32권1호
• /
• pp.129-154
• /
• 1998

전통적인 전문검색시스템은 전문색인방식을 취하고 있기 때문에 접근점이 많다는 장점이 있으나, 대량의 문헌이 검색되어 부적합 문헌이 검색될 가능성이 높고, 정보요구 상황이나 목적에 따라서 본문의 특정 부분만을 지정하여 탐색할 수 없다는 단점이 있다. 따라서 본고에서는 전문데이터베이스의 본문을 내용단위로 구조화해야 할 이론적 타당성을 검토하였으며, 선행연구에 나타난 학술논문의 내용단위구조를 비교 분석하여 내용단위요소를 추출하고, 실제 한국어로 작성된 180여건의 학술논문에 적용 검토함으로써 표준적인 학술논문의 내용구조 모델을 개발하였다. 그 결과 문헌의 내용단위구조는 이용자의 정보요구 상황이나 목적과 밀접하게 관련되어 있기 때문에 전문데이터베이스 구축이나 전문검색시스템의 설계시에 내용단위로 구조화해야할 필요성을 도출하였다.

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 1988년도 한국자동제어학술회의논문집(국내학술편); 한국전력공사연수원, 서울; 21-22 Oct. 1988
• /
• pp.255-260
• /
• 1988

A robust adaptive control method for a stable nonminimum phase SISO system with unmodelled dynamics is proposed. The robust parameter estimation method of the system with bounded output noise and unmodelled dynamics is employed and a parallel structure is proposed to improve the robustness of adaptive control system. The local stability of the proposed system is shown. Computer simulations are done in order to compare the performance of the proposed structure with the basic structure on various circumstance.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2003년도 춘계 학술발표회논문집
• /
• pp.491-498
• /
• 2003

The purpose of this study is to analyze the geometric nonlinearity of a toggle system and to evaluate the vibration control performance when the toggle system with a viscous damper was applied to a structure. Numerical analysis shows that the relative displacement of the structure can be amplified by amplification mechanism of the toggle system and the capacity of the damper can be reduced without the loss of vibration control performance. It is also observed that the geometric nolinearity of toggle system using the linear viscous damper has little effect on the performance.

• 한국해양공학회:학술대회논문집
• /
• 한국해양공학회 2000년도 춘계학술대회 논문집
• /
• pp.189-194
• /
• 2000

Due to the rapid growth of ship building industry and increment of ship construction in Korea, several hundred thousand of lifting lugs per year, have been installed at the lifting positions of ship block and removed after finishing their function, therefore, appropriate design system for strength check or optimal design of each lug structure has been required in order to increase the capability of efficient design. In this study, design system of D-type lifting lug structure which is most popular and useful in shipyards, was developed for the purpose of initial design of lug structure. Developed system layout and graphic user interface for this design system based on the C++ language were explained step by step. Using this design system, more efficient performance of lug structural design will be expected on the windows of personal computer.

• Earthquakes and Structures
• /
• 제18권4호
• /
• pp.519-526
• /
• 2020

Non-stationary random seismic response and reliability of multi-degree of freedom hysteretic structure system are studied based on the cumulative damage failure mechanism. First, dynamic Eqs. of multi-degree of freedom hysteretic structure system under earthquake action are established. Secondly, the random seismic response of a multi-degree freedom hysteretic structure system is investigated by the combination of virtual excitation and precise integration. Finally, according to the damage state level of structural, the different damage state probability of high-rise frame structure is calculated based on the boundary value of the cumulative damage index in the seismic intensity earthquake area. The results show that under the same earthquake intensity and the same floor quality and stiffness, the lower the floor is, the greater the damage probability of the building structure is; if the structural floor stiffness changes abruptly, the weak layer will be formed, and the cumulative damage probability will be the largest, and the reliability index will be relatively small. Meanwhile, with the increase of fortification intensity, the reliability of three-level structure fortification is also significantly reduced. This method can solve the problem of non-stationary random seismic response and reliability of high-rise buildings, and it has high efficiency and practicability. It is instructive for structural performance design and estimating the age of the structure.

• 한국시뮬레이션학회논문지
• /
• 제26권2호
• /
• pp.19-29
• /
• 2017

System Entity Structure/Model Base (SES/MB) 프레임워크는 하나의 시스템이 가지는 모든 대안들을 총체적으로 표현하는 다측면적인 시스템 모델링 방법이다. 이는 모델들의 재사용성을 향상시키고, 단일 시스템의 구조를 효과적으로 관리할 수 있다. 하지만 실세계는 단일 시스템으로만 이루어진 것이 아니라, 개별적인 시스템들의 집합체인 복합 시스템으로 이루어진 경우가 많다. SES/MB는 분산 환경에서 복합 시스템의 시뮬레이션 하는데 한계가 있기 때문에, 복합 시스템을 위한 확장된 방법이 필요하다. 본 논문은 분산 환경에서 시뮬레이터들 간의 시뮬레이션을 위한 System of Systems Entity Structure/Federate Base (SoSES/FB)를 제안한다. 제안하는 방법은 국제 연동 표준인 HLA/RTI에 기반하며, 시뮬레이터 집합의 구조를 표현하는 System of Systems Entity Structure (SoSES) 형식론과 시뮬레이터들의 라이브러리(FB)를 포함하는 환경을 제공한다. 또한 제안된 SoSES/FB를 분산 시뮬레이션 개발 과정에 적용한 방법론을 제안한다. 본 논문은 제안하는 방법을 다섯 개의 독립적인 시뮬레이터들로 구성되어 있는 대공방어 시뮬레이션에 적용한 사례를 소개한다.

• 한국공간구조학회논문집
• /
• 제19권3호
• /
• pp.51-59
• /
• 2019

A hybrid mid-story seismic isolation system with a smart damper has been proposed to mitigate seismic responses of tall buildings. Based on previous research, a hybrid mid-story seismic isolation system can provide effective control performance for reduction of seismic responses of tall buildings. Structural design of the hybrid mid-story seismic isolation system is generally performed after completion of structural design of a building structure. This design concept is called as an iterative design which is a general design process for structures and control devices. In the iterative design process, optimal design solution for the structure and control system is changed at each design stage. To solve this problem, the integrated optimal design method for the hybrid mid-story seismic isolation system and building structure was proposed in this study. An existing building with mid-story isolation system, i.e. Shiodome Sumitomo Building, was selected as an example structure for more realistic study. The hybrid mid-story isolation system in this study was composed of MR (magnetorheological) dampers. The stiffnessess and damping coefficients of the example building, maximum capacity of MR damper, and stiffness of isolation bearing were simultaneously optimized. Multi-objective genetic optimization method was employed for the simultaneous optimization of the example structure and the mid-story seismic isolation system. The optimization results show that the simultaneous optimization method can provide better control performance than the passive mid-story isolation system with reduction of structural materials.

• 대한수학회보
• /
• 제52권4호
• /
• pp.1069-1076
• /
• 2015

In this paper, a two species competitive model with stage structure and harvesting is investigated. By using the differential inequality theory, some new sufficient conditions which ensure the permanence of the system are established. Our result supplements the main results of Song and Chen [Global asymptotic stability of a two species competitive system with stage structure and harvesting, Commun. Nonlinear Sci. Numer. Simul. 19 (2001), 81-87].