• The Journal of Korean Physical Therapy
• /
• 제34권4호
• /
• pp.135-139
• /
• 2022

Purpose: We investigated the satisfaction of physical therapy course according to teaching ways after COVID-19. Methods: 336 students in major of physical therapy were recruited in this study. Based on the classification of subjects in the national examination, the questionnaire was divided into 6 subjects in the basic field of physical therapy, 2 subjects in the field of physical therapy diagnostic evaluation, 8 subjects in the field of physical therapy intervention, and 3 subjects in other fields. The Likert scale was used. Results: In the basic field of physical therapy, all subjects were shown the high score of the satisfactory in face-to-face classes except for the public health and medical law compared to the non-face-to-face classes and mixed classes. Regarding the field of physical therapy diagnostic evaluation, the principle of diagnostic evaluation was shown the high score of the satisfactory in face-to-face classes compared to the non-face-to-face classes and mixed classes. In the field of physical therapy intervention, all subjects were shown the high score of the satisfactory in face-to-face classes compared to the non-face-to-face classes and mixed classes. Conclusion: We found that the face-to-face classes in most of subjects was shown the high score of satisfactory. We believed that our results can be used as basic data for physical therapy major learning methods.

• Geomechanics and Engineering
• /
• 제33권5호
• /
• pp.439-451
• /
• 2023

The construction of shield tunnelling in urban sites is facing serious risks from complex and changeable underground conditions. Construction problems in the sand-clay mixed ground have been more reported in recent decades for its poor control of soil loss in tunnel face, ground settlement and supporting pressure. Since the limitations of observation methods, the conventional physical modelling experiments normally simplify the tunnelling to a plane strain situation whose results are not reliable in mixed ground cases which exhibit more complicated responses. We propose a new method for the study of the mixed ground tunnel through which mixed lays are simulated with transparent soil surrogates exhibiting different mechanical properties. An experimental framework for the transparent soil modelling of the mixed ground tunnel was established incorporated with the self-developed digital image correlation system (PhotoInfor). To understand better the response of face stability, ground deformation, settlement and supporting phenomenon to tunnelling excavation in the sand-clay mixed ground, a series of case studies were carried out comparing the results from cases subjected to different buried depths and mixed phenomenon. The results indicate that the deformation mode, settlement and supporting phenomenon vary with the mixed phenomenon and buried depth. Moreover, a stratigraphic effect exists that the ground movement around mixed face reveals a notable difference.

• 산업과 과학
• /
• 제2권1호
• /
• pp.39-44
• /
• 2023

본 연구의 목적은 코로나 팬데믹 시기 대학의 온라인 수업과 비대면 혼합수업의 성과와 만족도를 비교하기 위함이다. 연구는 일 대학 간호학과에서 성인간호학 강의를 수강하는 4학년 학생을 대상으로 하였으며 전면 비대면 수업에 참여한 113명과 비대면 혼합수업에 참여한 134명의 학습 성과와 수업 만족도를 비교하였다. 연구결과 비대면 혼합수업의 성과와 만족도가 전면 비대면 수업보다 통계적으로 유의하게 높았다. 코로나 팬데믹 시기를 지나오면서 대학 구성원은 수업의 질을 결정하는 요인은 대면이냐 비대면이냐 형식의 문제라기보다는 가르치는 사람의 성의와 배우는 사람의 열의가 더욱 중요함을 모두 경험했다. 따라서 교육과 학습에 대한 성의와 열의를 기본으로 하여 앞으로의 교육환경 변화에 대비한 새로운 교육방법 개발 운영, 이에 따른 효과연구는 계속되어야 할 것으로 생각된다.

• 공학교육연구
• /
• 제25권2호
• /
• pp.32-41
• /
• 2022

The purpose of this study was in a pandemic situation caused by COVID-19 to explore the online distance experiments and interaction of engineering freshmen, and to identify practical difficulties, resulting in to derive implications. Seven freshmen from engineering college participated in the interview, of which data were analyzed based on phenomenological analysis methods. The types of non-face-to-face experiments experienced by students were complete non-face-to-face experiment, mixed face-to-face experiment, and fusion face-to-face experiment. Students were completely isolated in time and space in complete non-face-to-face experiment. In biweekly mixed face-to-face experiment, isolation was halved. In fusion face-to-face experiment, isolation was removed. Non-face-to-face interactions can be characterized by restrictions on simultaneous activities, on rapport formation, and on observation opportunities. Based on these results, three implications were derived: First, it is necessary to allow students to manage time and space constraints on their own in non-face-to-face experiments. Second, support is needed to solve the difficulty of forming rapport, which is a characteristic of non-face-to-face interaction. Third, an opportunity to observe the interaction between other students and professors should be provided.

• Geomechanics and Engineering
• /
• 제29권3호
• /
• pp.301-310
• /
• 2022

Accurate prediction of mixed ground conditions ahead of a tunnel face is of vital importance for safe excavation using tunnel boring machines (TBMs). Previous studies have primarily focused on electrical resistivity surveys from the ground surface for geotechnical investigation. In this study, an FE (finite element) numerical model was developed to simulate electrical resistivity surveys for the prediction of risky mixed ground conditions in front of a tunnel face. The proposed FE model is validated by comparing with the apparent electrical resistivity values obtained from the analytical solution corresponding to a vertical fault on the ground surface (i.e., a simplified model). A series of parametric studies was performed with the FE model to analyze the effect of geological and sensor geometric conditions on the electrical resistivity survey. The parametric study revealed that the interface slope between two different ground formations affects the electrical resistivity measurements during TBM excavation. In addition, a large difference in electrical resistivity between two different ground formations represented the dramatic effect of the mixed ground conditions on the electrical resistivity values. The parametric studies of the electrode array showed that the proper selection of the electrode spacing and the location of the electrode array on the tunnel face of TBM is very important. Thus, it is concluded that the developed FE numerical model can successfully predict the presence of a mixed ground zone, which enables optimal management of potential risks.

• International Journal of Computer Science & Network Security
• /
• 제21권1호
• /
• pp.70-76
• /
• 2021

The appearance of COVID-19 virus has affected many aspects of our life. These include and not limited to social, financial and economic changes. One of the most important impacts is the economic effects. Many countries have taken actions to continue the teaching process through online teaching platforms. The students are expected to graduate during the next few semesters with certificates that include some online-completed courses and their graduation certificates are called mixed certificates. This paper considers graduation mixed certificates with some online courses and its impact on graduates seeking jobs. First, we study how well the mixed certificates are accepted by job market. In other words, how different companies, organizations and even governmental entities would accept such certificates when hiring. We study the perception of job market for such certificates for different learning fields. Secondly, we study how well the online courses are accepted by the students keeping in mind that these students are used to traditional face to face teaching. Finally, we paper our results and recommendations according to the collected data from the surveys. Some of the results show that about 60% of companies don't have policies to encourage hiring graduates with mixed certificates. Also, colleges are almost divided evenly between preferring face to face and preferring online teaching.

• 한국임상보건과학회지
• /
• 제10권1호
• /
• pp.1543-1552
• /
• 2022

Purpose: It is intended to investigate the satisfaction of dental hygiene students with non-face-to-face online classes and use them as basic data for successful lecture design and operation. Methods: The data collected in this study were analyzed using the lBM SPSS Statistics 21 program. The general characteristics of the study subjects were frequency analysis, non-face-to-face online class satisfaction, and test satisfaction were frequency analysis and technical statistics. Through the independent sample T test, a t-test was conducted to find out whether there was an average difference in online class and test satisfaction according to grade. Results: The advantages of non-face-to-face online classes were that repetitive learning was possible (57.7%), the disadvantage was that there was a lack of real-time communication (74.9%), and the most efficient teaching method was a mixed form of online and face-to-face classes (64.9%). The satisfaction level of online classes was 2.69 points for 'self-directed learning habits,' which was the highest compared to the overall average of 2.55 points, and 2.09 points for 'difficulty in interaction between instructors and learners in online classes.'Non-face-to-face test satisfaction was 2.68 points for 'short test time gives fairness to test results,' higher than the overall average of 2.45 points, and 2.07 points for 'no difficulty accessing the test.'In terms of satisfaction with the non-face-to-face test according to the grade, it was found that the third grade showed a more negative attitude than the second grade in terms of sexual fairness (p<0.05). Conclusions: Through the above results, non-face-to-face online classes require various content development and some mixed classes considering the level of students, and instructors' efforts to improve the quality of classes for interaction between instructors and learners are needed.

• 한국터널지하공간학회 논문집
• /
• 제17권3호
• /
• pp.333-339
• /
• 2015

본 연구는 도심지 천층터널에서 현재까지 해석에서 무시되던 막장면 진동이 주위 구조물에 가장 큰 영향을 미치는 지표 침하에 대하여 3차원 수치해석을 이용하여 모델링하였다. 풍화토와 풍화암이 각각 50%의 비율로 구성된 복합지반을 고려하여 TBM 커터헤드에 발생하는 굴착시 토크를 산정하여 이를 시간에 따라 막장면에 재하함으로서 그 영향을 수치해석적으로 관찰하였다. 3차원 유한차분해석법을 이용하여 역학-동역학 연계해석을 통하여 지표침하 발생이력 및 분포도를 산정하였다. 연구결과, 3차원 수치해석을 통하여 막장면 진동하중에 의한 지표침하 발생경향을 성공적으로 모델링할 수 있었으며 최대 침하는 막장면에서 2.5D 후방에서 발생함을 확인하였고, 막장면 진동이 실제 지표침하에 영향을 미침을 확인하였다.

• 한국지능시스템학회논문지
• /
• 제16권6호
• /
• pp.759-765
• /
• 2006

본 논문에서는 퍼지 소속 함수와 웨이브렛 기저를 이용한 효과적인 얼굴 표정 인식 LDA 융합모델을 제안하였다. 제안된 알고리즘은 최적의 영상을 얻기 위해 퍼지 웨이브렛 알고리즘을 수행하고, 표정 검출은 얼굴 특징 추출단계와 얼굴표절인식 단계로 구성된다. 본 논문에서 얼굴 표정이 담긴 영상을 PCA를 적용하여 고차원에서 저차원의 공간으로 변환 후, LDA 특성을 이용하여 클래스 별호 특징벡터를 분류한다. LDA 융합 모델은 얼굴 표정인식단계는 제안된 LDA융합모델의 특징 벡터에 NNPC를 적응함으로서 얼굴 표정을 인식한다. 제안된 알고리즘은 6가지 기본 감정(기쁨, 화남, 놀람, 공포, 슬픔, 혐오)으로 구성된 데이터베이스를 이용해 실험한 결과, 기존알고리즘에 비해 향상된 인식률과 특정 표정에 관계없이 고른 인식률을 보임을 확인하였다.

• 한국터널지하공간학회 논문집
• /
• 제20권1호
• /
• pp.55-72
• /
• 2018

본 연구에서는 시공 중 TBM 터널에서 전기비저항과 유도분극(induced polarization, IP) 탐사를 활용하여 굴착면 전방의 복합지반(mixed-ground)을 예측하기 위한 방안을 제시하였다. TBM이 토사를 굴진하며, 굴착면 전방에서 상부 토사지반과 하부 암반으로 이루어진 복합지반을 조우하는 과정과 동시에 전기비저항과 유도분극에 의한 충전성(chargeability)을 측정하며 굴진하는 과정을 실내실험으로 모사하였다. 전기비저항과 충전성의 측정은 4전극을 이용하였으며, 복합지반을 효과적으로 예측하기 위하여 2개의 전극은 굴착면에, 나머지 2개의 전극은 조립된 세그먼트에 설치됨을 가정하였다. 실험 결과, TBM이 토사 굴진 중 토사-암반의 복합지반으로 진입할 경우 전기비저항과 충전성이 모두 증가하였다. 또한, TBM이 굴착면 전방에서 복합지반을 조우할 것임을 예측하기 위하여 굴착면의 전극 2개, 세그먼트의 전극 2개를 활용한 탐사와 동시에 굴착면 4전극 탐사를 수행하면 더욱 효과적인 예측이 가능함을 확인하였다.