본 연구의 목적은 무릎 푸시업 플러스 동작 시 슬링과 진동기 적용이 체간 근육의 근활성도 변화에 미치는 영향에 대해 알아보는 것이었다. 본 연구의 대상자는 신체 건강한 20대 남성 10명을 대상으로 실시하였고(연령, 23.00±0.45 세; 신장, 176.60±1.64 cm; 체중, 67.50±1.22 kg; 신체질량지수, 21.65±0.34 kg/m2), 3가지의 기본 무릎 푸시업 플러스 동작, 슬링을 적용한 무릎 푸시업 플러스 동작, 및 진동기를 적용한 무릎 푸시업 플러스 동작을 수행하였으며, 표면전극 부착 부위는 체간 근육의 오른쪽 상부 승모근, 대흉근, 전거근, 복직근, 및 외복사근으로 설정하였다. 본 연구의 결과는 다음과 같다. 승모근, 대흉근, 전거근, 복직근, 및 외복사근의 근활성도는 진동기를 적용한 무릎 푸시업 플러스 동작 시 통계적으 로 가장 높게 나타났다(p<.001). 따라서 본 연구의 결과는 향후 무릎 푸시업 플러스 동작 적용 시 효과적인 체간 근육을 강화시키기 위한 트레이닝 프로그램의 기초자료가 될 것으로 기대된다.

Existing reinforced concrete frame buildings designed for only gravity loads have been seismically vulnerable due to their inadequate column detailing. The seismic vulnerabilities can be mitigated by the application of a column retrofit technique, which combines high-strength near surface mounted bars with a fiber reinforced polymer wrapping system. This study presents the full-scale shaker testing of a non-ductile frame structure retrofitted using the combined retrofit system. The full-scale dynamic testing was performed to measure realistic dynamic responses and to investigate the effectiveness of the retrofit system through the comparison of the measured responses between as-built and retrofitted test frames. Experimental results demonstrated that the retrofit system reduced the dynamic responses without any significant damage on the columns because it improved flexural, shear and lap-splice resisting capacities. In addition, the retrofit system contributed to changing a damage mechanism from a soft-story mechanism (column-sidesway mechanism) to a mixed-damage mechanism, which was commonly found in reinforced concrete buildings with strong-column weak-beam system.

The purpose of this study was to evaluate the effects of bridging stabilization exercise on balance ability and gait performance in elderly women. The subjects of this study were thirty-one elderly women over 65 years old in HongSung-Gun Senior Citizen Welfare Hall. The subjects were randomly assigned into one of three groups (trunk stabilization exercise on the mat, whole body vibration, and Swiss ball) and participated in each exercise program three times a week for 4 weeks. Each exercise began in the bridging position. The dynamic balance and gait were measured by limit of stability area using force plate, Berg Balance Scale (BBS), and Timed Up and Go Test (TUG). The results were as follows: 1) The limit of stability in three groups increased significantly in anterior-posterior and medial-lateral lean after 4-weeks intervention (p<.05). 2) There were no significant differences in the limit of stability among three groups after 4-weeks intervention (p>.05). 3) The BBS and TUG in three groups increased significantly after 4-weeks intervention (p<.05). 4) There were significant differences among three groups in BBS. Post-hoc test showed that Swiss ball exercise group was significantly higher than the mat and whole body vibration groups. 5) There were no significant differences TUG among three groups after 4-weeks intervention (p>.05). In conclusion, this study suggested that 4 weeks of the bridging stabilization exercises were effective on balance and gait in all three groups. Particularly Swiss ball exercise group showed higher improvement than two other exercise groups (mat, whole body vibration group).

The monitoring technique using acoustic emission(AE) and microseismicity(MS) are recently used in domestic geotechnical structures. Since AE amd MS rapidly increase before the large-scale failure of geotechnical structures, they can be used as an indicator of failure symptoms. This study shows case studies, especially applied to the rock slope and tunnel.