Wind tower structure has relatively simple shape compared to other structures, but due to its characteristics, various and irregular environmental loads are applied. These loads cause vibrations at tower, and can cause failure of the structure if over vibration occurs. Vibration occurred at structures is gradually exhausted by damping of the structures, and if high damping is ensured, the failure of the structure due to over vibration can be prevented. In this study, the vibration reduction effects are to be analyzed through FEM analysis by examining the top displacement, bottom moment, and bottom fatigue damage of the structure depending on damping ratio of the wind tower structure.

본 연구에서는 고강도 운동 후 전신진동이 근피로도 감소와 심박회복율에 미치는 효과를 알아보고자 하였다. 피험자 는 총 20명으로 진동을 제공받는 그룹과 진동을 제공받지 않는 그룹으로 구성되어 있다. 고강도 운동은 경사 8.5도와 보행속도 4km/h를 30분간 제공하였고, 그룹별 진동유무별 의자형 진동기 위에서 30분간 휴식을 취하였다. 전신진동자 극은 10Hz의 진동주파수와 5mm의 진폭을 제공하였다. 진동유무별 피로도 감소와 심박안정화 효과를 검증하기 위해 혈중 젖산농도와 실시간 심박수 변화를 측정하였다. 실험결과, 진동을 제공받는 그룹에서 95.2% 수준의 더 큰 근피로도 감소결과와 50.67%의 더 빠른 심박회복율 결과를 보였다. 이는 고강도 운동 후 전신진동이 근육속 혈관을 지속적으로 자극하여 운동 후 초과산소섭취를 빠르게 해소하고 혈액순환 기능을 증진시켜 피로도를 감소시킨다. 고강도 운동 후 전신진동을 이용한 휴식은 노약자나 여성들에게 운동 후 다른 육체적 활동 없이 마무리운동으로 긍정적 효과를 기대할 수 있다.

Compared with a strong axial rigidity due to large intial tension, cable has a weak laterally flexural rigidity. A variety of dynamic loads such as traffic loads and wind loads etc. cause the cables to vibrate significantly and affect the mechanical properties and the performance of cables. Therefore, vibration reduction design is an urgent task to control the vibration of cable-supported bridges. Because a various kind of dampers have shown to reduce the amplitude and duration time of vibration of cable from measured date in field test, damper can be considered that it is effective device significantly to reduce the amplitude and duration time in vibration of cable. Vibration characteristics of cable can change according to manufacturing method and type of established form, and damper has been designed according to distribution of natural frequencies and vibration modes. In this study, numerical analysis is used to show the reduction effects of vibrations and present the design of damper for vibration reduction of cable.

본 논문에서는 그라우팅공법을 적용하여 진동원으로부터 전파되어 나가는 지반진동을 감소시키기 위한 연구를 수행하였다. 지반의 진동전파모델을 만들기 위해 직접구성에 의한 경계요소법이 사용되었고, 그라우팅층이 진동원의 바로 밑에 있는 것이 가장 진동감쇠효과가 좋으며 그라우팅층의 두께 및 폭이 일정값 이상이 될 필요가 없는 것으로 파악되었다.

For elevated railway station on which track is connected with superstructure of station, structural vibration level and structure-borne-noise level has exceeded the reference level due to structural characteristics which transmits vibration directly. Therefore, existing elevated railway station is in need of economical and effective vibration reduction method which enable train service without interruption. In this study, structural vibration non-transmissible system which is applied to vibroisolating material for column member is developed to reduce vibration. That system is cut covering material of the column section using water-jet method and is installed with vibroisolating material on cut section. To verify vibration reduction effect and structural performance for structural vibration non-transmissible system, impact hammer test and cyclic lateral load test are performed for 1/4 scale test specimens. It is observed that natural period which means vibration response characteristics is shifted , and damping ratio is increased about 15~30% which means that system is effective to reduce structural vibration through vibration test. Also load-displacement relation and stiffness change rate of the columns are examined, and it is shown that ductility and energy dissipation capacity is increased. From test results, it is found that vibration non-transmissible system which is applied to column member enable to maintains structural function.

Shows the problem of exposure to vibration generated from vehicle and train adjacent to the railway facilities are housing facilities. As a method for solving the problems caused by the vibration countermeasures have been provided various methods such as the vibration of the vibration trajectory, wave barriers wall, vibration isolation mat. Therefore, in the present study is to evaluate the vibration analysis by using vibration isolation mat for vibration reduction of housing facilities.