본 연구의 목적은 무중력 운동기구를 활용한 하이플랭크 운동 동작 차이에 따른 상완, 체간 및 코어근육의 근활성도를 비교하는 것이었다. 본 연구의 대상자는 20대 남성 6명을 대상으로 진행하였고(연 령, 23.00±0.73 세; 신장, 172.95±2.05 cm; 체중, 66.83±2.75 kg; 신체질량지수, 22.33±0.72 kg/m2), 4가지(HP, HPAW, HPSB 및 HPWT)의 하이플랭크 동작을 수행하였으며, 근활성도 분석을 위하여 구체 적인 표면전극의 부착 부위는 신체 근육의 우측 삼각근, 상완삼두근, 광배근 및 외복사근으로 설정하였다. 본 실험 결과, 삼각근, 상완삼두근, 광배근 및 외복사근의 근활성도는 HPSB 동작 시 가장 높게 나타났다 (p=.000). 따라서 본 연구의 결과는 추후 무중력 운동기구를 활용한 하이플랭크 동작 시 효과적인 운동 프 로그램의 기초자료가 될 것으로 기대된다.

본 연구는 전주시에 위치한 기린봉, 완산칠봉, 황방산 등 3개의 산지형 근린공원을 대상으로 이용행태, 이용권의 인구 통계학적 특성, 근린공원까지의 도달거리를 사용하여 유효이용수요를 예측한 것이다. 조사대상 3개 근린공원의 이용자는 주로 40대~60대 이상이었으며, 이용방법은 주로 도보로 근린공원에 도달하였다. 방문횟수는 주간 1~2회 정도로 나타났다. 조사대상 근린공원의 유효 이용권을 1,000m로 설정하여 변형 중력모델에 의해 이용수요를 예측한 결과 기린봉 근린공원은 4,500명/일, 완산칠봉 근린공원은 3,159명/일, 황방산 근린공원은 2,961명/일이었다. 전체 유효 이용수요는 기린봉 근린공원이 가장 많이 나타났으나, 면적대비 유효이용수요는 완산칠봉 근린공원이 가장 높게 나타났다.

본 연구는 캐살 블랙의 다큐드라마 『중력을 배우다』에 나타난 아이리시 포스트메모리 세대의 감응 탐구를 목적으로 한다. 아일랜드계 미국 시인이자 장례지도사인 토마스 린치의 삶을 추적하는 블랙의 연출기법은 세 가지 관점에서 조명된다. 첫째, 블랙은 린치가 포스트메모리 세대의 정체성을 형성하는 과정에서 아일랜드 민족주의 이데올로기로 환원되지 않는 자신의 내러티브를 가족사진 이미지로 구축했음을 보여준다. 둘째, 블랙은 사실주의적 다큐멘터리 스타일과 시적 시간관을 결합하여 시적 진실을 추구하는 린치의 열망을 표현한다. 마지막으로, 블랙은 린치의 멜랑콜리 정서가 자연풍경과 버려진 사물들의 이미지에서 드러나는 존재와 부재 사이의 긴장에서 연유함을 보여준다.

The purpose of this study is to find out the determinants of export in Korean fishery products. For the analysis, laver and tuna, which account for almost half of seafood exports, were selected, and a gravity model widely used in trade analysis was applied. As explanatory variables, GDP, number of overseas Koreans, exchange rate, FTA, and WTO were applied, and fixed effect terms were included to take into account multilateral resistance that hinders trade. The analysis period is from 2000 to 2018, and the Poisson Pseudo Maximum Likelihood (PPML) method was applied to solve the problem of zero observation and heteroscedasticity inherent in trade data. As a result of the analysis, GDP was found to have a significant positive effect on both laver and tuna. The number of overseas Koreans was significant in canned tuna exports, but not in laver and the other tuna products. As the exchange rate increased, the export of laver and tuna for sashimi increased. The impacts of the FTA were confirmed in the exports of dried laver and raw tuna, which supports the results of the previous study. WTO was not significant for laver and tuna. Based on these results, it is necessary to find a way to make good use of the FTA to expand exports of seafood.

Lightly reinforced concrete (RC) moment frames may suffer significant damage during large earthquake events. Most buildings with RC moment frames were designed without considering seismic loads. The load-displacement response of gravity load designed frames could be altered by masonry infill walls. The objective of this study is to investigate the load-displacement response of gravity load designed frames with masonry infill walls. For this purpose, three-story gravity load designed frames with masonry infill walls were considered. The masonry infilled RC frames demonstrated larger lateral strength and stiffness than bare RC frames, whereas their drift capacity was less than that of bare frames. A specimen with a partial-height infill wall showed the least drift capacity and energy dissipation capacity. This specimen failed in shear, whereas other specimens experienced a relatively ductile failure mode (flexure-shear failure).

The curvature of spacetime represented by Einstein field equation has many physical implications, including gravity. As light is deflected by the curvature of spacetime, a magnetic field will also be influenced by the curved spacetime. A permanent magnet is generally known to maintain its persistent magnetic field on the ground as long as there is no external magnetic interference. However, a series of experiments find that there are noticeable changes in the magnetic fields distribution while the permanent magnet rotates. The magnetic field lines of the permanent magnet are deflected towards Earth’s centre, implying a possibility that we can use magnetic field, a more efficient tool than a satellite, to measure the curvature of spacetime. However, comparing the experimental results of this study with theoretically obtained values of the curvature of spacetime remains a vast area of research for future studies.

This paper presents the theoretical analysis for the flow driven by surface tension and gravity force in an inclined circular tube. The previously developing equation for Power-Law model is a simple ordinary differential type. A governing equation is developed for describing the displacement of a non-Newtonian fluid(Casson model) that continuously flows into a circular tube by surface tension, which represents a second-order, nonlinear, non-homogeneous, and ordinary differential form. It was found that the theoretical predictions of the governing equation were in good agreement with the results for considering the Newtonian model.

A Gravity-driven membrane (GDM) system is one of the promising solutions for household drinking water treatment in the developing countries. In this study, the GDM system was tested for optimizing manual cleaning protocols using three different feed water solutions. Two types of manual cleaning were performed to delay the permeability decrease, cleaning between batches and long-term cleaning. The optimized cleaning between batches protocol was 3 twisting and 10 vertical shaking. And the optimized long-term cleaning protocol was 70 vertical shaking for both the middle region of the module and near the header part. These cleaning protocols allowed the system to produce sufficient water to meet the daily minimum water requirements for a 5-person family, even for using the wastewater influent. The system produced Escherichia coli free water.

Pseudo-static approach has been conventionally applied for the design of gravity type quay walls. In this method, seismic coefficient (kh), expressed in terms of acceleration due to gravity, is used to convert the real dynamic behavior to an equivalent pseudo-static inertial force for seismic analysis and design. Therefore, the calculation of an appropriate kh considering frequency characteristics of input earthquake is critical for representing the real dynamic behavior. However, the definitions of kh, which is used for simplified analysis in Korea, focuses only on convenience that is easy to use, and the frequency characteristics of input earthquake are not reflected in the kh definitions. This paper evaluates the influences of the frequency characteristics of input earthquake on kh by initially reviewing the kh definitions in the existing codes of Japan for port structures and then by performing a series of dynamic centrifuge tests on caisson gravity quay walls of different earthquake input motions (Ofunato, Hachinohe). A review of the existing codes and guidelines has shown that the kh values are differently estimated according to the frequency characteristics of input earthquake. On the other hand, based on the centrifuge tests, it was found that the permanent displacements of wall are more induced when long-period-dominant earthquake is applied.