• Journal of Advanced Marine Engineering and Technology
• /
• 제40권7호
• /
• pp.580-586
• /
• 2016

추진효율 향상을 위해 개발된 초장행정 엔진은 저속에서도 큰 출력을 낼 수 있는 장점이 있는 반면에 이전에 비해 비틀림진동의 기진력은 상당히 증가하였다. 따라서 이전에는 튜닝 휠 또는 플라이휠만으로도 제어가 가능하였던 선박들도 연료절약형 초장행정 엔진이 탑재되는 경우에는 비틀림진동 댐퍼를 적용해야만 제어가 가능하다. 본 논문에서는 비틀림진동 제어를 위해 적용된 점성-스프링 댐퍼의 동특성을 확인하고 해당 축계에 최적 동특성을 갖는 점성-스프링 댐퍼를 설계하여 비틀림진동 특성을 검토하였다. 또한, 일부 엔진증속 지연현상을 지닐 우려가 있는 선박의 경우에는 대상축계의 진동 특성을 고려하여 최적댐퍼 설계이론에 따라 선정된 파라미터를 적절히 조정함으로써 과도한 피로누적에 따른 축 절손현상을 방지할 수 있는 축계 비틀림진동 제어 방안을 제시하였다.

• Smart Structures and Systems
• /
• 제30권5호
• /
• pp.537-544
• /
• 2022

The optimal design of structural composite materials is a research topic that attracts the attention of lots researchers. For many more thirty years, there has been increasing interest in the applications in all kinds of topics, which means taking advantage of fuzzy set theory, fuzzy analysis, and fuzzy control for designing high-performance and efficient structural systems is a fundamental concern for engineers, and many applications require the use of a systems approach to combine structural and active control systems. Therefore, an intelligent method can be designed based on the mitigation method, and by establishing the stable of the closed-loop fuzzy mitigation system, the behavior of the closed-loop fuzzy mitigation system can be accurately predicted. In this article, the intelligent algorithm and optimum design of fuzzy theory for structural control has been provided and demonstrated effective and efficient in practical engineering issues.

• Earthquakes and Structures
• /
• 제14권1호
• /
• pp.1-10
• /
• 2018

Seismic retrofitting of existing buildings and design of earth-quake resistant buildings are important issues associated with earthquake-prone zones. Use of metallic-yielding dampers as an energy dissipation system is an acceptable method for controlling damages in structures and improving their seismic performance. In this study, the optimal distribution of dampers for reducing the seismic response of steel frames with multi-degrees freedom is presented utilizing the uniform distribution of deformations. This has been done in a way that, the final configuration of dampers in the frames lead to minimum weight while satisfying the performance criteria. It is shown that such a structure has an optimum seismic performance, in which the maximum structure capacity is used. Then the genetic algorithm which is an evolutionary optimization method is used for optimal arrangement of the steel dampers in the structure. In continuation for specifying the optimal accurate response, the local search algorithm based on the gradient concept has been selected. In this research the introduced optimization methods are used for optimal retrofitting in the moment-resisting frame with inelastic behavior and initial weakness in design. Ultimately the optimal configuration of dampers over the height of building specified and by comparing the results of the uniform deformation method with those of the genetic algorithm, the validity of the uniform deformation method in terms of accuracy, Time Speed Optimization and the simplicity of the theory have been proven.

• 한국태양에너지학회 논문집
• /
• 제36권6호
• /
• pp.1-12
• /
• 2016

A control algorithm for a 100 kW wind turbine is designed in this study. The wind turbine is operating as a variable speed variable pitch (VSVP) status. Also, this wind turbine is a permanent magnet synchronous generator (PMSG) Type. For the medium capacity wind turbine considered in this study, it was found that the optimum tip speed ratios to achieve the maximum power coefficients varied with wind speeds. Therefore a commercial blade element momentum theory and multi-body dynamics based program was implemented to consider the variation of aerodynamic coefficients with respect to Reynolds numbers and to find out the power and thrust coefficients with respect tip speed ratio and blade pitch angles. In the end a basic power controller was designed for below rated, transition and above rated regions, and a load reduction algorithm was designed to reduce tower vibration by the nacelle motion. As a result, damage equivalent Load (DEL) of tower fore-aft has been reduced by 32%. From dynamic simulations in the commercial program, the controller was found to work properly as designed. Experimental validation of the control algorithm will be done in the future.