Many structures are installed on supports in industrial facilities. The damage by amplitude increases with the coupled vibration is shown. The response magnification is obtained from natural frequency and damping ratio of the coupled system in the seismic design. Therefore, the natural frequency and damping ratio of the coupled system are required. The natural frequency and damping ratio of support and structure are obtained in initial design or vibration test. However, the natural frequency and the damping ratio of the coupled system are not easily obtained. The natural frequency of the coupled system can be calculated from theoretical equation, but the damping ratio cannot be easily calculated. In this study, the equation to calculate the...
In composites structures, cracking, delamination will cause changes in the measured dynamic response...
Performance-based design such as FEMA P-695 and ASCE 7 prescribe/limit damping ratios associated wit...
It is possible and common to obtain equivalent natural frequency and damping for a soil-foundation s...
[出版社版]rights: 社団法人日本機械学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation: IsVersionOf: http://ci.n...
A number of different structures in industrial facilities are installed on supports. There is the ca...
In this paper a direct procedure for evaluating the damping ratio of structures equipped with non-li...
none2noThe effects of added manufactured viscous dampers upon shear-type structures are here analyti...
As the damping ratio determines the response of a vibration isolation system at resonance, it is ver...
Two methods of calculating the damping ratio for structures on compliant foundations are presented. ...
ABSTRACT: Vibration systems are characterized by the two parameters: w,, the undamped natural freque...
ABSTRACT: The undamped naturalfrequency CO, and the damping ratio [ can be determined from a plot of...
Nowadays, energy dissipation devices are commonly used in structures. High rate of energy absorption...
A simplified design method for SDF and MDF systems equipped with non-linear viscous dampers is propo...
For systems with large degrees of freedom, it is difficult to guess meaningful values of Rayleigh da...
International audienceWhen attempting to predict the seismic response of reinforced concrete (RC) st...
In composites structures, cracking, delamination will cause changes in the measured dynamic response...
Performance-based design such as FEMA P-695 and ASCE 7 prescribe/limit damping ratios associated wit...
It is possible and common to obtain equivalent natural frequency and damping for a soil-foundation s...
[出版社版]rights: 社団法人日本機械学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation: IsVersionOf: http://ci.n...
A number of different structures in industrial facilities are installed on supports. There is the ca...
In this paper a direct procedure for evaluating the damping ratio of structures equipped with non-li...
none2noThe effects of added manufactured viscous dampers upon shear-type structures are here analyti...
As the damping ratio determines the response of a vibration isolation system at resonance, it is ver...
Two methods of calculating the damping ratio for structures on compliant foundations are presented. ...
ABSTRACT: Vibration systems are characterized by the two parameters: w,, the undamped natural freque...
ABSTRACT: The undamped naturalfrequency CO, and the damping ratio [ can be determined from a plot of...
Nowadays, energy dissipation devices are commonly used in structures. High rate of energy absorption...
A simplified design method for SDF and MDF systems equipped with non-linear viscous dampers is propo...
For systems with large degrees of freedom, it is difficult to guess meaningful values of Rayleigh da...
International audienceWhen attempting to predict the seismic response of reinforced concrete (RC) st...
In composites structures, cracking, delamination will cause changes in the measured dynamic response...
Performance-based design such as FEMA P-695 and ASCE 7 prescribe/limit damping ratios associated wit...
It is possible and common to obtain equivalent natural frequency and damping for a soil-foundation s...