• Geomechanics and Engineering
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• 제5권4호
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• pp.283-297
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• 2013

The aim of this paper is to investigate how the soil-structure interaction affects sloshing response of the elevated tanks. For this purpose, the elevated tanks with two different types of supporting systems which are built on six different soil profiles are analyzed for both embedded and surface foundation cases. Thus, considering these six different profiles described in well-known earthquake codes as supporting medium, a series of transient analysis have been performed to assess the effect of both fluid sloshing and soil-structure interaction (SSI). Fluid-Elevated Tank-Soil/Foundation systems are modeled with the finite element (FE) technique. In these models fluid-structure interaction is taken into account by implementing Lagrangian fluid FE approximation into the general purpose structural analysis computer code ANSYS. A 3-D FE model with viscous boundary is used in the analyses of elevated tanks-soil/foundation interaction. Formed models are analyzed for embedment and no embedment cases. Finally results from analyses showed that the soil-structure interaction and the structural properties of supporting system for the elevated tanks affected the sloshing response of the fluid inside the vessel.

• 한국전산유체공학회지
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• 제21권1호
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• pp.72-77
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• 2016

In this study, effects of thurster axis tilting angle on the thruster-hull interaction and propulsion performance in a dynamic positioning system of offshore plant are numerically investigated. Straight and 7-degree tilted downward thruster models as a form of ducted propeller are considered. For numerical simulations, Reynolds averaged Navier-Stokes equations with SST turbulence model are solved by using STAR-CCM+. Results show that thruster-hull interaction is reduced in 7-degree tilted thruster model with lower vortex strength between thruster and hull bottom, although the propulsion performance does not have noticeable difference in a bollard condition.

• Journal of Ship and Ocean Technology
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• 제8권2호
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• pp.29-40
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• 2004

Interaction of grounded ice ridges with underlying seabed is one of the major considerations in the design of Arctic pipeline system. Previously several ice scour models were developed by researchers to describe the ice scour-seabed interaction mechanism. In this paper, a parametric study on ice scouring mechanism is performed and the limitation of ice scour-seabed interaction models is discussed. Simple laboratory tests are carried out and then the shape pattern of deposited soil around the ice is redefined. New ice scour model assumes trapezoidal cross section based on the field observation data. Ice scour depth and soil resistance forces on seabed are calculated with varying the keel angle of a model ice ridge.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 춘계학술대회논문집
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• pp.480-485
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• 2004

If a wall separates the bounded and unbounded spaces, then the wall's role in transporting the acoustic characteristics of the two spaces is not well defined. In this paper, we attempted to see how the acoustic characteristical of two spaces are really affected by the spatial characteristics of the wall. In order to understand coupling mechanism, we choose a finite space and a semi-infinite space separated by the flexible or rigid wall and an opening. A volume interaction can be occurred in structure boundary and a pressure interaction can be happened in the opening boundary. For its simplicity, without loosing generality, we use rather simplified rectangle model instead of generally shaped model. The source impedance is presented to the various types of boundaries. The distributions of pressure and active intensity are also presented at the cavity and structure-dominated modes. The resulting modification, shifts of mode1 frequencies and changing of standing wave patterns to satisfy both coupled boundary conditions and governing equations, are presented.

• Interaction and multiscale mechanics
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• 제6권1호
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• pp.51-81
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• 2013

A wide literature review on Static Soil-Structure-Interaction (SSI) is done to highlight the key impacts of soil complexity on structural members of framed structures. Attention is paid to the developed approaches, i.e., conventional and Finite Element Method (FEM), to emphasize on deficiencies and merits of the proposed methods according to their applicability, accuracy and power to model and idealization of the superstructures as well as the soil continuum. Proposed hypothesis are much deeply discussed herein for better understanding which is normally neglected in literature review papers due to the large number of references and limit of space.

• 로봇학회논문지
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• 제2권2호
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• pp.119-128
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• 2007

Emotion interaction between human and robot is an important element for natural interaction especially for service robot. We propose a hybrid emotion generation architecture and detailed design of reactive process in the architecture based on insight about human emotion system. Reactive emotion generation is to increase task performance and believability of the service robot. Experiment result shows that it seems possible for the reactive process to function for those purposes, and reciprocal interaction between different layers is important for proper functioning of robot's emotion generation system.

• 한국자기학회지
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• 제5권5호
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• pp.404-407
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• 1995

Magnetic properties of model exchange-spring magnets, which are composed of magnetically soft and hard grains, were calculated by means of computer simulation. The dependence of the magnetic properties on the strength of intergrain exchange interaction and the amount of soft grains was studied. The existence of soft grains enhanced the remanence remarkably, and the remanence over $0.8M_{s}$ was obtained in the model magnets containing 25% or more soft grains by volume. The calculated coercivity vs. the strength of the exchange interaction curves showed a peak at a critical strength of the exchange interaction, although the remanence increased monotonously with increase in the strength of the exchange interaction. Thus the maximum energy product also reached a peak around the same critical strength. The calculated maximum energy product exceeded $300kJ/m^{3}$ when the magnet is assumed to be composed of $Fe_{3}B$ and $Nd_{2}Fe_{14}B$.

• 인터넷정보학회논문지
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• 제16권5호
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• pp.99-105
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• 2015

현재 로봇은 교육적 목적으로 학교에서 점차 많이 사용되고 있다. 특히 로봇활용교육의 확산과 더불어, 로봇활용교육의 장점은 학생들에게 창의력과 논리적 사고력을 향상시키는 것으로 알려져 있다. 비록 로봇이 학생들의 수업활동을 위해 매우 유용한 도구임에도 불구하고, 로봇활용교육을 위한 교수-학습모형은 많지 않은 실정이다. 본 논문의 목적은 로봇활용교육을 위한 교수-학습 모형을 개발하는 것이다. 본 논문에서 제안하는 교수-학습 모형은 구성주의 교육철학에 기반을 두어 고안되었고, 6단계(준비, 디자인, 조립, 시범작동, 평가 및 적용 및 확장)로 구성되었다. 본 논문에서 제안하는 모형은 다음과 같은 특징을 지니고 있다. 첫째, 제안하는 모형은 학생들의 창의성과 논리적 사고력을 향상시키기 위해서 디자인되었다. 학생들은 자기주도활동을 해야 하며, 자신의 아이디어에 기초하여 결과물을 제작해야 한다. 교사들은 필요한 경우 학생들을 중재해야 한다. 둘째, 학생들은 본 모형을 통해서 다양한 상호작용을 통해 학습에 참여할 수 있다. 본 모형에서 제공하는 상호작용은 학생-학생, 학생-교사 및 학생-전문가 상호작용을 제공한다. 본 모형은 협력학습을 통한 문제해결을 권장한다. 교사는 필요한 경우 학생들을 안내하고 학생들의 활동을 모두 주시해야 한다. 셋째, 제안 모형은 학생들에게 동기부여를 학습 활동초기에 제공한다. 마지막으로 본 모형에서는 학습 결과뿐만 아니라 학습 과정까지 투명하게 볼 수 있어 학생들의 수업단계도 쉽게 확인할 수 있다. 또한, 학습과정은 최종단계에서 검증할 수 있다.

• 한국구조물진단유지관리공학회 논문집
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• 제24권6호
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• pp.17-24
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• 2020

본 연구에서는 물로 둘러싸인 철근콘크리트 취수탑에 대한 비선형내진해석을 수행하였다. 구조물 주변의 유체를 고려하기 위하여 부가질량 및 CEL을 이용한 유체구조물 상호작용 모델을 구성하였다. 이 때 부가질량모델은 음해법을 사용하였고 유체구조물 상호작용 모델은 양해법을 사용하였다. 입력운동은 동일한 인공지진을 재현주기에 따라 500년, 1000년, 2400년에 해당하도록 크기를 조절하였다. 유체를 고려한 모델의 보수성을 평가하기 위하여 유체를 고려하지 않은 모델을 구성하여 참조해로 삼았다. 콘크리트와 철근의 재료모델은 항복후의 비선형 거동을 고려할 수 있도록 선정하였고 ABAQUS를 이용하여 해석을 수행하였다. 해석결과 얻어진 구조물의 가속도응답스펙트럼을 비교한 결과 주변 유체의 영향은 구조물의 기본 진동수에 해당하는 첨두의 진동수와 첨두값의 크기를 감소시키는 것으로 나타났다. 하지만 부가 질량 모델에서는 고차 진동수에 해당하는 첨두값에는 영향을 미치지 못하였다. 유체의 영향을 고려한 단면모멘트는 부가질량모델의 경우 참조 모델의 응답에 비하여 크게 증가하였다. 특히 선형거동이 지배적인 작은 크기의 지진응답에 대해서 이러한 증폭이 크게 발생하였다. 유체구조물 상호작용 모델의 경우 낮은 진동수성분을 가진 단면모멘트는 참조모델의 응답에 비하여 증폭이 발생하나, 높은 진동수 성분을 단면 모멘트는 증폭이 발생하지 않았다. 이러한 결과를 종합하여 볼 때 부가질량모델의 보수성이 유체구조물상호작용 모델이 비해 큰 것으로 평가되었다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.3039-3044
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• 2007

A few fluid structure interaction analyses have been developed for turbomachinery blades in comparison with aircraft wings. Also, the existing aeroelastic analyses for turbomachinery blades have been mostly limited to cases with a steady freestream. In reality, however, the inflowing freestream is often pulsating. Therefore, this paper presents stability and forced response analyses of an isolated three-dimensional blade under pulsating freestream conditions. A new three-dimensional unsteady vortex lattice model under a pulsating freestream has been developed in discrete time domain to examine unsteady aerodynamic forces acting on a vibrating blade. The blade's structural behaviors have been analyzed by using a three-dimensional plate model. In the aeroelastic analysis, the flutter onset of a blade under pulsating freestream is predicted by the Floquet analysis. The new time domain method can predict aeroelastic stability as well as time history.