• 해양환경안전학회지
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• 제27권6호
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• pp.846-855
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• 2021

최근 친환경, 신재생 에너지 수요에 따라서 해상풍력발전 분야는 빠른 성장세와 설비의 대형화에 따른 전용설치선박의 관련 기술개발이 요구되고 있다. 해상풍력설치선박(WTIV: Wind Turbine Installation Vessel)은 설치 작업 시 선체를 파도의 영향을 받지 않는 높이로 이동시키고 모든 환경하중은 레그가 담당한다. 특히 파랑하중은 불규칙파로 구성되어 있기 때문에, 정확한 동적응답특성을 파악하는 것은 아주 중요한 문제이다. 이러한 동적응답해석은 간이법의 하나인 단자유도법을 널리 활용하고 있으나, 불규칙 파를 고려하지 못하는 제약조건이 있다. 따라서 현재 설계 시 불규칙 파에 대한 시간영역 계산이 가능한 다자유도 계산법을 사용하고 있다. 그러나 다자유도 계산법에서 시간영역 해석은 정도 높은 계산 결과를 제공하지만, 데이터의 수렴도가 민감하고 복잡성에 있어 설계 시 어려움이 있다. 따라서 본 논문은 다양한 변수를 기준으로 한 시간영역 해석을 통하여 불규칙 파의 동적응답 특성을 표현 할 수 있는 동적증폭계수 추정식을 개발하였다. 기존 다자유도 모델 대비 계산시간 단축 및 정확도 확보를 확인하였다. 개발된 동적증폭계수 추정식은 WTIV 및 유사 구조물 설계에 활용이 가능할 것으로 판단된다.

• 한국지반공학회논문집
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• 제38권6호
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• pp.17-28
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• 2022

동적 하중 재하시 지반-구조물 상호작용 확인을 위해 진동대 실험이 많이 시행됐으나, 대부분 단자유도 상부 구조물과 단말뚝을 적용한 진동대 실험이 주를 이루고 있다. 이에 본 연구에서는 다자유도 구조물과 군말뚝을 적용한 대형진동대 실험을 통해, 상부 구조물의 관성 상호작용 영향을 분석하였다. 실험 결과, 단일 진동수에서의 증폭 경향을 나타내는 단자유도 구조물과는 다르게 다자유도 구조물에서는 다수의 진동수 구간에서 시간-가속도 발생 경향 및 응답 주파수의 유사성과 증폭 경향이 나타났다. 또한, 벽체 구조물에 비하여 기둥 구조물에서의 기초판과 상부 구조물과의 증폭현상이 더 크게 발생하여 기둥 구조물에 의한 관성 상호작용 효과가 더 큰 것으로 판단된다. 그리고 기초판에서의 전단력 및 관성력 관계, 상대 수직 변위 및 상대 수평 변위 관계와 심도별 동적 p-y 곡선에 대한 분석을 수행하였다. 분석 결과, 다자유도 구조물에서는 단자유도 구조물과는 상이한 거동을 나타내고 있으며, 벽체보다 기둥 구조물의 관성 상호작용의 효과가 더 큰 것으로 나타났다.

• Structural Engineering and Mechanics
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• 제21권3호
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• pp.255-273
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• 2005

Based on the random vibration theory, a response spectrum method is developed for seismic response analysis of linear, multi-degree-of-freedom structures under multi-support excitations is developed. Various response quantities, including the mean and variance of the peak response, the response mean frequency, are obtained from proposed combination rules in terms of the mean response spectrum. This method makes it possible to apply the response spectrum to the seismic reliability analysis of structures subjected to multi-support excitations. Considering that the tedious numerical integration is required to compute the spectral parameters and correlation coefficients in above combination rules, this paper further offers simplified procedures for their computation, which enhance dramatically the computational efficiency of the suggested method. The proposed procedure is demonstrated for tow numerical examples: (1) two-span continuous beam; (2) two-tower cabled-stayed bridge by using Monte Carlo simulation (MC). For this purpose, this paper also presents an approach to simulation of ground motions, which can take into account both mean and variation properties of response spectrum. Computed results based on the response spectrum method are in good agreement with Monte Carlo simulation results. And compared with the MSRS method, a well-developed multi-support response spectrum method, the proposed method has an incomparable computational efficiency.

• International Journal of Control, Automation, and Systems
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• 제4권2호
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• pp.255-270
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• 2006

In this paper, a design method of nonlinear autopilot for ship-to-ship missiles is proposed. Ship-to-ship missiles have strongly coupled dynamics through roll, yaw, and pitch channel in comparison with general STT type missiles. Thus it becomes difficult to employ previous control design method directly since we should find three different solutions for each control fin deflection and should verify the stability for more complicated dynamics. In this study, we first propose a control loop structure for roll, yaw, and pitch autopilot which can determine the required angles of all three control fins. For yaw and pitch autopilot design, missile model is reduced to a minimum phase model by applying a singular perturbation like technique to the yaw and pitch dynamics. Based on this model, a multi-input multi-output (MIMO) nonlinear autopilot is designed. And the stability is analyzed considering roll influences on dynamic couplings of yaw and pitch channel as well as the aerodynamic couplings. Some additional issues on the autopilot implementation for these coupled missile dynamics are discussed. Lastly, 6-DOF (degree of freedom) numerical simulation results are presented to verify the proposed method.

• 한국정밀공학회지
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• 제29권2호
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• pp.170-177
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• 2012

A force/torque sensor using carbon fiber plate was designed and developed to make the sensor be able to measure a wide range of multi degree of force and torque. Using carbon fiber plate of 0.3 mm thickness, the sensor was designed and developed, which has a ${\mu}N$ level order of resolution and about 0.01 N ~ 390 N of wide measurement range. The elastic deformation part has a tripod plate structure and strain gauges are attached on the part to detect the force/torque. The coefficient of determination for the sensor is over 0.955 by the calibration experiment so that the linearity of the sensor is confirmed to be good. Also, experiments on applying 0.005 ~ 40 kg (0.05 ~ 390 N) to each axis were implemented and the sensor is proved to be safe under a high load. Finally, to verify the function calculating the direction of load vector, the directions of various load vectors which have the same magnitude but different directions and the directions of the calculated load vectors are compared and analyzed to accord well.

• International Journal of Naval Architecture and Ocean Engineering
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• 제7권2호
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• pp.409-425
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• 2015

In this paper, we employ a dynamics modeling method for investigating a multi-body dynamics system of semi-submersible autonomous underwater vehicles consisting of a towing vehicle operated near the water surface, a tow cable, and a towfish. The towfish, which is towed by a marine cable for the purposes of exploration or mine hunting, is modeled with a Six-Degree-of-Freedom (6-DOF) equation of motion that reflects its hydrodynamics characteristics. The towing cable, which can experience large displacements and deformations, is modeled using an absolute nodal coordinate formulation. To reflect the hydrodynamic characteristics of the cable during motion, the hydrodynamic force due to added mass and the drag force are imposed. To verify the completeness of the modeling, a few simple numerical simulations were conducted, and the results confirm the physical plausibility of the model.

• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 2005년도 춘계학술대회 논문집
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• pp.150-155
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• 2005

In recent years, as the demands of VBNS(Very high speed Backbone Network Service) and VDSL(Very high-data rate Digital Subscriber Line) increase, the development of kernel parts of optical communication such as PLC(Planar Light Circuit), Coupler, WDM elements increase. The alignment and the attachment technology are very important to fabricate the optical elements for communication. In this paper, the mechanism of rotational stage are studied. with the three different method and the results of them are applied to the design of the system. The performance test of resolution and travel is performed.

• 대한기계학회논문집A
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• 제25권5호
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• pp.779-787
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• 2001

The multi degree of freedom system using magnetic levitation has been implemented successfully. Differently from another noncontact systems, the developed system was focused on the maximization of the system stiffness under the constraint of a limited input. The variation of a relative adopting point between the magnetic pair, its location on the fixed base, and the selection of optimal specifications for the main active magnetic elements give us another chance to realize the increased robustness against external disturbances with the less control inputs. In this paper, the overall development procedures are given including the optimal design, the dynamic modeling, the various control tests, and the main issues to be solved.

• 대한기계학회논문집
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• 제18권11호
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• pp.2922-2931
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• 1994

We propose a modified 6-node element, where the sampling point of Gauss quadrature moved in the thickness direction. The modified 6-node element has been applied to static problems and forced motion analyses. In this study, this method is extended to the finite element analysis of the natural frequencies of two dimensional problems. We also propose a modified 16-node element for three dimensional problems, which behaves much like a 20-node element with smaller degree of freedom. The modified 6-node and 16-node elements have been applied to the modal analyses of beams and plates, respectively. The results agree well with the results of the 8-node or 20-node element models.

• 산업기술연구
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• 제26권A호
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• pp.163-171
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• 2006

To evaluate inelastic seismic responses of multi-span-bridge, the equivalent single-degree-of-freedom (ESDOF) methods and the lateral load distributions are applied to the capacity spectrum method(CSM). From the pushover analysis results using the four ESDOF methods and the six types lateral load distributions, the ESDOF method more than lateral load distribution is found to have an important influence upon the pushover analysis. The effects of the higher mode on the bridge seismic behaviors are also increased as the number of pier increase. Therefore, it can be concluded that lateral load distributions and ESDOF methods for reflection of higher mode effects should be considered in the seismic analysis of the bridge structural.