• 한국과학교육학회지
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• 제26권7호
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• pp.843-855
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• 2006

본 연구는 지구과학 탐구활동에서 그룹의 상호작용 양식에 따라 학생들의 반성적 탐구는 어떤 특징을 보이는지를 알아보고, 수업의 3가지 맥락들은 반성적 탐구활동에서 어떻게 관련되는지를 알아봄으로써 학생들의 반성적 탐구의 실제를 이해하고 반성적 탐구를 촉진하기 위한 탐구활동 수업의 시사점을 얻고자 하였다. 이를 위해 고등학교 1학년 1개 학급을 선정해서 본 연구에서 개발한 반성적 탐구활동수업을 실시하고 수업을 녹화 전사해서 언어행동분석틀과 수업상황의 3가지 맥락으로 분석하였다. 사전 검사를 통해 알아낸 학습자 특성을 기초로 그룹을 나누어 수업을 실시하였으며 면담을 실시하여 수업분석에 참고하였다. 반성적 탐구활동수업에서 그룹 상호작용양식에 따른 반성적 탐구의 차이는 조화적 상호작용양식을 보이는 그룹에서는 전개와 정리단계에서 자료와 과제맥락이 연결된 반성적 탐구가 자주 나타난 반면, 대립적 상호작용양식 그룹에서는 자료맥락과 연결된 반성적 탐구가 아주 드물고 반성적 탐구척도 값도 2 배 이상 낮게 나타났다. 즉 조화적 그룹이 양적으로 더 많은 반성적 탐구진술을 했으며 자료맥락과 과제맥락을 연결하는 더 의미 있는 반성적 탐구를 했다는 것을 알 수 있었다. 탐구능력과 인지양식에 있어서 이질그룹은 정의적 측면에서 대립적 상호작용양식을 보여 반성적 탐구에 가장 부정적인 영향을 끼쳤고, 인지양식과 탐구능력 모두에서 동질그룹은 조화적 상호작용양식을 보여 반성적 탐구에 긍정적인 영향을 주었다는 것을 알 수 있었다. 이러한 결과로부터 반성적 탐구활동을 촉진시키기 위한 그룹조직의 시사점을 얻을 수 있었다.

• Wind and Structures
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• 제31권5호
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• pp.393-402
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• 2020

Long-span bridges with high flexibility and low structural damping are very susceptible to the vortex-induced vibration (VIV), which causes extremely negative impacts on the ride comfort of vehicles running on the bridges. To assess the ride comfort of vehicles running on the long-span bridges subjected to VIV, a coupled wind-vehicle-bridge system applicable to the VIV case is firstly developed in this paper. In this system, the equations of motion of the vehicles and the bridge subjected to VIV are established and coupled through the vehicle-bridge interaction. Based on the dynamic responses of the vehicles obtained by solving the coupled system, the ride comfort of the vehicles can be evaluated using the method given in ISO 2631-1. At last, the proposed framework is applied to several case studies, where a long-span suspension bridge and two types of vehicles are taken into account. The effects of vehicle speed, vehicle type, road roughness and vehicle number on the ride comfort are investigated.

• Wind and Structures
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• 제23권1호
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• pp.19-43
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• 2016

In the present study, a new methodology is presented to study the ride comfort and bridge responses of a long-span bridge-traffic-wind coupled vibration system considering stochastic characteristics of traffic flow and bridge surface progressive deterioration. A three-dimensional vehicle model with 24 degrees-of-freedoms (DOFs) including a three-dimensional non-linear suspension seat model and the longitudinal vibration of the vehicle is firstly presented to study the ride comfort. An improved cellular automaton (CA) model considering the influence of the next-nearest neighbor vehicles and a progressive deterioration model for bridge surface roughness are firstly introduced. Based on the equivalent dynamic vehicle model approach, the bridge-traffic-wind coupled equations are established by combining the equations of motion of both the bridge and vehicles in traffic using the displacement relationship and interaction force relationship at the patch contact. The numerical simulations show that the proposed method can simulate rationally the ride comfort and bridge responses of the bridge-traffic-wind coupled system; and the vertical, lateral, and longitudinal vibrations of the driver seat model can affect significantly the driver's comfort, as expected.

• 한국철도학회논문집
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• 제15권1호
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• pp.48-61
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• 2012

열차 진동 저감을 위한 플로팅 슬래브궤도의 설계에 있어서 주행 안전, 승차감 및 사용성을 확보하는 것이 매우 중요하다. 본 연구에서는 플로팅 슬래브궤도에서 열차 주행안전과 승차감, 사용성 확보를 위한 요구조건을 분석하여 제시하였고, 열차-궤도 상호작용을 고려한 동적 해석기법을 적용하여 시스템 고유진동수, 스프링 지지간격 및 배치방법, 감쇠비 등 주요 시스템 설계변수에 따라 일반 콘크리트궤도와의 접속구간을 포함한 플로팅 슬래브궤도 구간에서의 열차 및 궤도의 동적 거동을 분석하였다. 연구결과에 따르면 일반 궤도와 플로팅슬래브궤도 간의 접속구간에서의 지지강성의 차이에 의해 윤중 변동율, 레일 응력, 레일 인상력 등의 동적 응답이 크게 증가하는 것으로 나타났으며, 따라서 접속구간에서 스프링 지지간격을 좁히거나 스프링 강성의 차이를 완화시키는 방안이 주행안전과 궤도 사용성 확보를 위해 효과적인 것으로 나타났다. 한편 차체 가속도로 평가하는 승차감은 접속구간에서의 지지강성의 차이에 의해서는 거의 영향을 받지 않고, 시스템 튜닝 주파수에 의해 가장 큰 영향을 받는 것으로 나타났으며, 승차감 확보를 위해서는 적절한 시스템 튜닝 주파수를 선정하는 것이 매우 중요한 것으로 나타났다. 이 밖에 감쇠비, 스프링 간격, 열차속도에 따른 영향을 분석하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2009년도 춘계학술대회 논문집 특별세미나,특별/일반세션
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• pp.379-384
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• 2009

It is of great importance to assure the running safety and ride comfort in designing the floating slab track for the mitigation of train-induced vibration. In this paper, for this, analyzed are the system requirements for the running safety and ride comfort, and then, the behavior of train and track at the transition zone between the floating slab track and the conventional concrete slab track according to several main design variables such as spring constant, damping coefficient, spacing and arrangement of isolators and slab length, using the dynamic analysis technique considering the train-track interaction. The results of numerical analysis demonstrate that the discontinuity of the support stiffness at the transition results in a drastic increase of the vertical vibration acceleration of the train body, wheel-rail interaction force, rail bending stress and uplift force. The increase becomes higher with the decrease of the spring constant of isolators and the increase of the isolator spacing, but the damping ratio does not significantly affect the behavior of train and track at the transition. Therefore, to assure the running safety and ride comfort, simultaneously increasing the effectiveness of vibration isolation, it is effective to minimize the relative vertical offset between the floating slab and the conventional track slab by adjusting the spring constant and spacing of isolators at the transition.

• 복식문화연구
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• 제31권1호
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• pp.1-17
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• 2023

This study analyzed requirements for medical masks and difference in satisfaction based on demographic characteristics and side effects experience caused by wearing medical masks. Three factors related to requirements for medical masks were identified: wearing comfort and usability, blocking function for harmfulness, and design. As a result of the difference analysis for requirements of medical masks based on demographic characteristics, all three factors showed a significant difference in gender and occupation. Design did in age and monthly income. As a result of the presence or absence of breathing difficulties experience, design factor was significant. As a result of the presence or absence of skin trouble experience, wearing comfort and usability showed a significant difference. As a result of the difference in satisfaction with medical masks based on demographic characteristics and side effect experience caused by wearing medical masks, breathing, ear string tightness, blocking harmful substances, price, and over all wearing comfort showed a significant difference by gender, marital status, age, occupation, and monthly income, and the presence of absence of breathing difficulty experience and skin trouble experience, respectively. As a result of the interaction effect analysis between demographic characteristics and side effects experience caused by wearing medical masks, it showed a significant interaction effect between gender and monthly income, between marital status and monthly income, between monthly income and breathing difficulties experience, and between monthly income and skin trouble experience.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.1444-1451
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• 2010

This paper aims for proposed the deflection limit on vibration serviceability of high-speed railway bridges considering the exposed time duration when a train passes a railway bridge. For this purpose, bridge-train transfer function was derived and bridge-train interaction analysis was performed by using the derived function. The vertical acceleration signals of passenger cars obtained from bridge-train interaction analysis were compared with them from the bridge-train transfer function by moving constant force analysis. Therefore it was estimated possible to induce the comfort deflection limit of railway bridge by using bridge-train transfer function. The deflections by moving force of single span bridge and continuous bridge were assumed as sine and haversine wave. The deflection limit on vibration serviceability of high-speed railway bridges considering the exposed time duration can be expanded using bridge-train transfer function and bridge comfort limit considering serviceability due to bridge vibration. And it was compared to other allowable deflection limits of railway bridge design specifications.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.80-85
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• 2008

In general, deflection limit criteria of bridge design specifications have been considered based on static serviceability and structural stability. Dynamic serviceability induced from bridge vibration actually has not been included in the criteria. Thus, it is necessary for comfort limit to be considered in order to check dynamic serviceability on bridge vibration. In this study, the comfort limit of bridge structures based on the RMQ and VDV considering the signal fluctuation effectively and the time duration exposed has been constructed. The comfort limit developed in time domain was verified by using vibration signals directly measured from the existing bridges. Comparing the developed comfort limit with the conventional ones defined in frequency domain, it is shown that the comfort limit developed in time domain would be more feasible for evaluating quantitatively the serviceability due to bridge vibration. Using the Bridge-train interaction analysis program, dynamic response of the bridge by the stiffness change were obtained for several railway bridges. And, a stiffness limit satisfying the bridge vibration serviceability was estimated by compared with comport limit. From the results, a new deflection limit on bridge structures satisfying the vibration serviceability could be proposed by comparing with the conventional deflection limit criteria.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.272-277
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• 2007

Generally railway vehicle runs on the rail with endless interaction between wheel and rail. Irregularity of rail causes the periodic motion of the vehicle. In association with this motion, the design of vehicle would be carried out in order to avoid the resonance between car-body and bogie. It may be seen that the first vertical bending mode of car-body contributes considerably to the vertical ride comfort level. In this paper to know the effect of the car-body first vertical bending mode on vertical ride comfort, the mode has been considered with dynamic model. I-DEAS program was used to get the car-body first vertical bending mode and VAMPIRE program was used to analyze ride comfort index(Wz) with FE interface file.

• 한국전자통신학회논문지
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• 제19권1호
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• pp.257-266
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• 2024

본 연구는 증강현실 애플리케이션 기반 온라인쇼핑에서의 구매의도에 영향을 미치는 결정요인을 탐색하였다. 주요 결과에 대해 가설을 중심으로 논의하면 다음과 같다. 첫째, 상호작용성은 심리적 소유감에 정적 영향을 미치는 것으로 나타났다. 둘째, 상호작용성은 의사결정 편안함에 정적 영향을 미치는 것으로 나타났다. 셋째, 심리적 소유감은 의사결정 편안함에 정적 영향을 미치는 것으로 나타났다. 넷째, 심리적 소유감은 구매의도에 정적 영향을 미치는 것으로 나타났다. 다섯째, 의사결정 편안함은 구매의도에 정적 영향을 미치는 것으로 나타났다. 그러므로 증강현실 애플리케이션 기반 온라인쇼핑에서 상호작용은 심리적 소유감과 의사결정 편안함을 결정하고, 이에 기반하여 심리적 소유감과 의사결정 편안함은 온라인쇼핑에서 제품의 구매의도를 촉진시키는 핵심 요인이라고 평가할 수 있다. 따라서 온라인쇼핑에서 구매의도를 높이기 위해서는 증강현실 애플리케이션을 통해 상호작용성과 심리적 소유감, 의사결정 편안함을 높이는 마케팅 전략이 요구된다고 할 것이다.