• The Journal of the Acoustical Society of Korea
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• 제15권2호
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• pp.33-39
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• 1996

A theoretical study of the forced vibration response of a cantilevered beam with non-linear dry friction damping is analyzed by various slip displacements and force levels for the position coordinates of spring-mass-damper and external exciting force. A component mode analysis is carried out based on the constraint conditions and Lagrange multipliers to treat physical systems with non-linear damping. The analysis has shown that the basic phenomena observed for a simply supported beam with a dry friction damper attached are also observed for cantilevered beam.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 한국안전학회 1998년도 춘계 학술논문발표회 논문집
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• pp.25-30
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• 1998

최근 산업이 발달함에 따라 기계회전계는 고속화, 정밀화 그리고 고부하에 따른 성능 향상과 내구성이 요구되고 있으면 기어 구동계는 강성, 효율향상, 저진동, 저소음 기어의 개발이 요구되고 있다. 그러나 기어는 제작오차, 조립오차, 치의 변형, 마모등으로 인하여 전달오차가 발생하게된다. (중략)

• Journal of the Computational Structural Engineering Institute of Korea
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• 제29권6호
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• pp.499-512
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• 2016

The boundary reaction method(BRM) is a substructure time domain method, it removes global iterations between frequency and time domain analyses commonly required in the hybrid approaches, so that it operates as a two-step uncoupled method. The BRM offers a two-step method as follows: (1) the calculation of boundary reaction forces in the frequency domain on an interface of linear and nonlinear regions, (2) solving the wave radiation problem subjected to the boundary reaction forces in the time domain. In the time domain analysis, the near-field soil is modeled to simulate the wave radiation problem. This paper evaluates the performance of the BRM according to modeling extent of near-field soil for the nonlinear SSI analysis of base-isolated NPP structure. For this purpose, parametric studies are performed using equivalent linear SSI problems. The accuracy of the BRM solution is evaluated by comparing the BRM solution with that of conventional SSI seismic technique. The numerical results show that the soil condition affects the modeling range of near-field soil for the BRM analysis as well as the size of the basemat. Finally, the BRM is applied for the nonlinear SSI analysis of a base-isolated NPP structure to demonstrate the accuracy and effectiveness of the method.

• Journal of the Computational Structural Engineering Institute of Korea
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• 제28권3호
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• pp.241-248
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• 2015

There are a lot of equipment related to safety and electric power production in nuclear power plants. The structure and equipment in NPPs were generally designed considering a high safety factor to remain in the elastic zone under earthquake load. However it is needed to revaluate the seismic capacity of the structure and equipment as the magnitude of earthquake was recently increased. In this study the floor response due to the nonlinear behaviors of structure was analyzed and the inelastic structural response factor was calculated by the nonlinear time history analysis. The inelastic structural response factor was calculated by the EPRI method and the nonlinear analysis method to realistically evaluate the seismic fragility for the equipment. According to the analysis result, it was represented that the inelastic structural response factor was affected by the natural frequency of equipment, the location of equipment and the dynamic property of structure.

• Journal of the Earthquake Engineering Society of Korea
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• 제10권1호
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• pp.63-74
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• 2006

The seismic fragility analysis method has been used as a quantitative seismic safety evaluation method for the NPP(Nuclear Power Plant) structures and equipments. The seismic fragility analysis gives a realistic seismic capacity excluding the convertism included in the design stage. The conservatism is considered as the probabilistic parameters related to the response and capacity in the seismic fragility analysis. In this study, the displacement based seismic fragility analysis method was proposed based on the nonlinear dynamic analysis results. In this study, the seismic safety of the prestressed concrete containment building of KSNP(Korean Standard Nuclear Power Plant) was evaluated for the scenario earthquakes, neat-fault, far-fault, design earthquake and probability based scenario earthquake, which can be occurred in the NPP sites.

• Journal of the Earthquake Engineering Society of Korea
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• 제7권6호
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• pp.71-80
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• 2003

Though a nonlinear time history analysis may be provided to estimate more exactly the seismic performance of building structure, approximation methods are still needed in the aspect of practicality and simplicity, In converting a multi-story structure to an equivalent SDOF system, the mode vectors of the multi-story structure are assumed as the mode shape in elastic state regardless of elastic or elastic-plastic state. However, the characteristics of displacement mode are also changed after the yielding made in the structural elements, because the structure becomes inelastic in each incremental load step. In this research, a method of converting MDOF system to ESDOF system is presented by using nonlinear displacement mode considering the mode change of structures after the yielding. Also, the accuracy and efficiency of the method of the nonlinear displacement mode method of the estimate of seismic response of Mixed Building Structures were examined by comparing the displacements of the roof level of the multi-story building structures estimated from this converted displacement response of ESDOF with the displacement of the roof level through the nonlinear dynamic analysis of the multi-story building structures subjected to an actual earthquake excitation.

• KSCE Journal of Civil and Environmental Engineering Research
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• 제26권4A호
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• pp.659-675
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• 2006

Recently, significant progress has been made in performance-based engineering methods that rely mainly on nonlinear static seismic analysis procedures. The Capacity Spectrum Method (CSM) and the Displacement Coefficient Method (DCM) are the representative nonlinear static seismic analysis procedures. In order to evaluate the applicability of the procedures to the seismic evaluation and design process of new and existing structures, the accuracy of both CSM and DCM should be evaluated in advance. The accuracy of seismic responses by the nonlinear static procedures is evaluated in comparison with the shaking table test results for the structural wall specimen subjected to the far field and near field earthquakes. Also conducted are comparative studies where the shaking table test results are compared with those from nonlinear dynamic analysis procedures, i.e., Single-Degree-of-Freedom (SDOF), equivalent SDOF and Multi-Degree-of-Freedom (MDOF) systems.

• Journal of the Earthquake Engineering Society of Korea
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• 제11권6호
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• pp.1-14
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• 2007

Optimal design method of nonlinear damping system for seismic response control of adjacent structures is studied in this paper. The objective functions of the optimal design are defined by structural response and total amount of the dampers. In order to obtain a solution minimizing two mutually conflicting objective functions simultaneously, multi-objective optimization technique based on genetic algorithm is adopted. In addition, stochastic linearization method is embedded into the multi-objective framework to efficiently estimate the seismic responses of the adjacent structures interconnected by nonlinear hysteretic dampers without performing nonlinear time-history analyses. As a numerical example to demonstrate the effectiveness of the proposed technique, 20-story and 10-story buildings are considered and MR dampers of which hysteretic behaviors vary with the magnitude of the input voltage are considered as nonlinear hysteretic damper interconnecting two adjacent buildings. The proposed approach can provide the optimal number and capacities of the MR dampers, which turned out to be more economical than the uniform distribution system while maintaining similar control performance. The proposed damper system is verified to show more stable performance in terms of the pounding probability between two adjacent buildings. The applicability of the proposed method to the design problem for optimally placing semi-active control system is examined as well.

• Proceedings of the Optical Society of Korea Conference
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• 한국광학회 2001년도 제12회 정기총회 및 01년도 동계학술발표회
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• pp.150-151
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• 2001

광컴퓨터에 있어서 비선형 물질의 역할은 매우 중요하다. 그러한 비선형 물질들은 빛과 상호작용하고 빛의 성질을 변조시킨다. 광컴퓨터의 몇몇 구성 성분들은 그들이 작용하는데 있어서 중요한 비선형물질을 필요로 한다. 하지만 모든 광학적 장치들의 사용이 사실상 제한되는 것은 현재 이용할 수 있는 비선형 광물질이 비효과적이고 응답과 스위칭에 대해서 많은 에너지를 필요로 하기 때문이다. (중략)

• The Optical Journal
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• 통권140호
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• pp.47-53
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• 2012

초고출력 레이저와 비선형광학에 대한 고찰이다. 초단펄스를 발생하는 광 스위치의 역사, 비선형광학결정에 의한 파라메트릭증폭, 하전입자를 가속하는 상대론광학, 레이저확대법칙의 역사적 전환, 초고출력 레이저에 의한 고에너지물리학 등에 대해서 기술하고 있다. 이것들을 통해 보면 광 강도가 강하게 됨에 따라 최초는 선형응답에서 시작하는 상호작용에서 비선형효과가 발생하고, 그리고 비선형광학이 발전하면 오히려 비선형광학에서 만들어지는 선형상호작용, 예를 들면 상대론광학과 초상대론광학 등에 의해 종래, 비선형에서 소프트한 상태 중에 질서 된 관계가 만들어지듯이 선형${\rightarrow}$비선형${\rightarrow}$선형${\rightarrow}$비선형${\rightarrow}$선형을 반복하는 것을 알 수 있다. 본고는 전기통신대학 레이저신세대연구센터 우에다 켄이치 연구원이 월간 광기술 컨텍트 2012년 5월에 기고한 내용으로서 그린광학의 유정훈 팀장이 번역에 도움을 주었다.