• 한국지구과학회지
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• 제41권6호
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• pp.684-694
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• 2020

이 연구에서는 이슬점에 대한 중학생들의 개념 이해를 평가하기 위한 루브릭을 개발하였다. 이를 위해 국가 수준 학업성취도 평가의 다층 서답형 문항에 대한 중학생의 응답을 분석하였다. 학생들의 응답 특성에 따라 유형을 분류하고, 성취도 점수 평균에 따른 응답 유형의 분포를 분석하였다. 이를 토대로 이슬점 개념 이해를 평가하기 위한 루브릭을 작성하였다. 연구 결과 다음과 같다: 첫째, 포화수증기량 곡선에서 이슬점 찾기에 대한 학생 응답을 분석한 결과, 다수의 학생들이 이슬점에 대한 개념이 없거나 부족한 것으로 나타났다. 둘째, 이슬점에서 수증기 응결과정에 대한 학생 응답을 분석한 결과, 과학적 개념 유형의 비율은 매우 낮았으며, 오개념 유형의 비율이 상대적으로 높았으며 유형 또한 다양하였다. 셋째, 성취도 점수 평균에 따른 학생 응답 유형 분포 분석을 토대로 4수준의 평가 루브릭을 작성하였다. 이러한 연구 결과를 토대로 지구과학 분야에서 개념 이해 평가를 위한 루브릭 개발과 활용 측면에서 제언을 하였다.

• 한국지구과학회지
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• 제39권1호
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• pp.103-116
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• 2018

이 연구의 목적은 초등학교 6학년 학생들의 달의 위상 변화에 대한 학습 발달과정을 천문학적 시스템 사고를 기반으로 탐색하는 것이다. 선행 연구 결과 분석을 통해 서답형 문항을 개발하고 가설적 학습 발달과정을 설정하였으며, 이를 토대로 문항 분석틀을 개발하였다. 달의 위상 변화에 대한 수업을 실시하기 전과 후에 서답형 문항을 이용한 검사 자료를 수집하였으며, 평가 결과를 이용하여 가설적 학습 발달과정의 타당성을 검증하였다. 이를 통하여, 상향식으로 지구-달 계에 대한 학습 발달과정을 탐색할 수 있었다. 연구 결과, 초등학생들은 지구 기반 관점과 우주 기반 관점 사이의 사고 전환에 어려움을 겪는 것으로 보인다. 또한, 달의 위상 변화에 대한 초등학생들의 학습 발달과정을 근거로 할 때, 달의 위상 변화의 개념은 교육과정 상에서 초등학교의 학습 내용으로 다소 높은 수준인 것으로 판단된다.

• Structural Engineering and Mechanics
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• 제90권6호
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• pp.591-600
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• 2024

This study investigated the acceleration response and shape change characteristics of a gravity quay wall according to the magnitude of the applied acceleration. The quay wall was defined as a port facility damaged by the Kobe earthquake. Four experimental scenarios were established based on the inclination condition grades, considered to be a significant defect factor in the quay wall. Then, the shaking table test was conducted using scaled-down quay wall models constructed per each scenario. The ground acceleration was gradually increased from the peak ground acceleration (PGA) of 0.1 g to 0.7 g. After each ground acceleration test, acceleration installed on the wall and backfill ground and inclination on the top of the wall were measured to assess the amplification of peak response acceleration and maximum response amplitude and the change in the inclination of the quay wall. This study also analyzed the separation of the quay wall from the backfill and the crack pattern of the backfill ground according to PGA values and inclination condition grades. The result of this study shows that response acceleration could provide a reasonable prediction for the changes in the inclination of the quay wall and the crack generation and propagation on the backfill from a current inclination condition grade.

• 한국지구과학회지
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• 제39권3호
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• pp.260-274
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• 2018

이 연구에서는 학습 발달과정을 탐색을 통해 계절의 변화에 대한 교육과정과 교수 계열을 제안하고자 하였다. 학습 발달과정을 알아보기 위해 Wilson (2005)이 제안한 '구인 모델링 방식'의 4가지 단계(구인특화, 평가 문항 개발, 평가 결과 기술, 측정 모델)를 적용하였다. 구인특화 단계에서는 계절의 변화의 하부 구인으로 '계절에 따른 그림자의 길이', '계절에 따른 별자리의 위치', '남반구와 북반구의 계절', '계절에 따른 태양의 일주운동', '계절의 원인과 현상'을 설정하였으며, 선행 연구 결과를 바탕으로 각 하부 구인의 하위 정착점인 수준 1에서 상위 정착점인 수준 4까지를 나타낸 구인구성도를 작성하였다. 평가 문항 개발 단계에서는 구인구성도를 토대로 C-E (choose and explain) 형태의 문항 3개, CR (constructed response) 형태의 문항 2개로 구성된 총 5개의 평가 문항을 개발하였으며, 초, 중, 고등학교 학생 383명을 대상으로 적용하였다. 평가 결과 기술 단계에서는 평가 문항에 대한 학생 응답 결과를 구인구성도를 토대로 범주화하는 과정을 거쳤으며, 이 범주들을 학생 능력에 따라 4수준으로 분류하고 1-4점의 점수를 부여하였다. 측정 모델 단계에서는 Rasch 모델의 부분점수 모형을 적용하여 학생들의 응답 결과를 통해 작성한 학습 발달의 경로가 선행 연구를 기반으로 작성한 구인구성도와 일치하는지 비교하였다. 이를 통해 구인구성도를 수정함으로써 최종적으로 계절의 변화에 대한 가설적인 학습 발달과정을 작성하였다. 최종적으로, 연구 결과를 바탕으로 계절 변화에 대한 교육 과정 개정 방향과 효과적인 교수 계열을 제안하였다.

• 한국해양공학회지
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• 제23권1호
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• pp.114-121
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• 2009

In this study, acceleration responses of caisson structures under various environmental conditions are experimentally examined as a basic study to develop the health assessment technique for harbor structures. To achieve the objective, three approaches are implemented. Firstly, a target caisson structure is selected and its small-scaled caisson is constructed in the laboratory. Secondly, a finite element model of the caisson is generated to identify dynamic responses of the baseline structure. Thirdly, experimental tests are performed on the caisson model to examine dynamic responses under various boundary conditions and impact locations. Four different boundary conditions, 'standing on concrete floor', 'standing on styrofoam block', 'standing on sand-mat' and 'hanging by crane', are considered and correlation coefficients of frequency response functions between four states are analyzed.

• 한국지진공학회논문집
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• 제20권3호
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• pp.171-180
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• 2016

Earthquake event keeps increasing every year, and the recent cases of earthquake hazards invoke the necessity of seismic study in Korea, as geotechnical earthquake hazards, such as strong ground motion, liquefaction and landslides, are a significant threat to structures in industrial hub areas including coastal facilities. In this study, systemized framework of integrated assessment of earthquake-induced geotechnical hazard was established using advanced geospatial database. And a visible simulation of the framework was specifically conducted at two coastal facility areas in Incheon. First, the geospatial-grid information in the 3D domain were constructed with geostatistical interpolation method composed of multiple geospatial coverage mapping and 3D integration of geo-layer construction considering spatial outliers and geotechnical uncertainty. Second, the behavior of site-specific seismic responses were assessed by incorporating the depth to bedrock, mean shear wave velocity of the upper 30 m, and characteristic site period based on the geospatial-grid. Third, the normalized correlations between rock-outcrop accelerations and the maximum accelerations of each grid were determined considering the site-specific seismic response characteristics. Fourth, the potential damage due to liquefaction was estimated by combining the geospatial-grid and accelerations correlation grid based on the simplified liquefaction potential index evaluation method.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2007년도 추계학술대회 논문집
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• pp.1077-1092
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• 2007

The structural analysis model for estimate of load carrying capacity of railway bridge on service line is important to determine safety of bridges in service, we need to take response of bridge exactly, applying analysis model similar to the real railway bridge most. Track structure which is to distribute loads and decrease vibrations occurred from running train is constructed on the railway bridges. And it is important factor which should be considered to understand exact dynamic and static responses of bridge. But track structure is currently classified as a none structural members in the structural analysis model for estimating load carrying capacity of railway bridge and not considered in analysis model. That's the reason it is difficult to understand exact behavior of bridges. Therefore, the major objective of this study is to develop an analytical track-bridge model which is similar to real railway bridges considering track structure for safety assessment of railway bridge on service line to be effectively done.

• Earthquakes and Structures
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• 제10권3호
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• pp.645-667
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• 2016

The 750 m long "De Bosset" bridge in the Cephalonia Island of Western Greece, being the area with the highest seismicity in Europe, was constructed in 1830 by successive stone arches and stiff block-type piers. The bridge suffered extensive damages during past earthquakes, such as the strong M7.2 earthquake of 1953, followed by poorly-designed reconstruction schemes with reinforced concrete. In 2005, a multidisciplinary project for the seismic assessment and restoration of the "De Bosset" bridge was undertaken under the auspices of the Greek Ministry of Culture. The proposed retrofitting scheme combining soil improvement, structural strengthening and reconstruction of the deteriorated masonry sections was recently applied on site. Design of the rehabilitation measures and assessment of the pre- and post-interventions seismic response of the bridge were based on detailed in-situ and laboratory tests, providing foundation soil and structural material properties. In-situ inspection of the rehabilitated bridge following the strong M6.1 and M6.0 Cephalonia earthquakes of January 26th and February 3rd 2014, respectively, revealed no damages or visible defects. The efficiency of the bridge retrofitting is also proved by a preliminary performance analysis of the bridge under the recorded ground motion induced by the above earthquakes.

• Computers and Concrete
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• 제11권1호
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• pp.51-61
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• 2013

This paper describes earthquake response of the Arhavi Highway Tunnel its geometrical properties, 3D finite element model and the linear time history analyses under a huge ground motion considering soil-structure interaction. The Arhavi Highway Tunnel is one of the tallest tunnels constructed in the Black Sea region of Turkey as part of the Coast Road Project. The tunnel has two tubes and each of them is about 1000 m tall. In the study, lineartime history analyses of the tunnel are performed applying north-south, east-west and up accelerations components of 1992 Erzincan, Turkey ground motion. In the time history analyses, Rayleigh damping coefficients are calculated using main natural frequency obtained from modal analysis. Element matrices are computed using the Gauss numerical integration technique. The Newmark method is used in the solution of the equation of motion. Because of needed too much memory for the analyses, the first 10 second of the ground motions, which is the most effective duration, is taken into account in calculations. The results obtained 3D finite element model are presented. In addition, the displacement and stress results are observed to be allowable level of the concrete material during the earthquakes.

• 제어로봇시스템학회논문지
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• 제19권4호
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• pp.299-305
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• 2013

The complexity and severe nonlinearity of multi-machine power systems make it difficult to design a control input for voltage regulation using modern control theory. This paper presents a model-based PID control scheme for the regulation of the bus voltage to a desired value. To this end, a fourth-order linear system is constructed using input and output data obtained using the TSAT (Transient Security Assessment Tool); the input is assumed to be applied to the grid through the STATCOM (STATic synchronous COMpensator) and the output from the grid is a bus voltage. On the basis of the model, it is identified as to which open-loop poles of the system make the response to a step input oscillatory. To reduce this oscillatory response effectively, a model-based PID control is designed in such a way that the oscillatory poles are no longer problematic in the closed loop. Simulation results show that the proposed PID control dampens the response effectively.