设H_(1),H_(2),H_(3)为无穷维复可分Hilbert空间,对给定关系A∈B CR(H_(1)),B∈B CR(H_(2)),C∈B CR(H_(3)),记M_(D,E,F):={A D E O B F O O C},其中D∈BR(H_(2),H_(1)),E∈B(H_(3),H_(1)),F∈BR(H_(3),H_(2))。得到了对任意D∈B(H_(2),...设H_(1),H_(2),H_(3)为无穷维复可分Hilbert空间,对给定关系A∈B CR(H_(1)),B∈B CR(H_(2)),C∈B CR(H_(3)),记M_(D,E,F):={A D E O B F O O C},其中D∈BR(H_(2),H_(1)),E∈B(H_(3),H_(1)),F∈BR(H_(3),H_(2))。得到了对任意D∈B(H_(2),H_(1)),E∈B(H_(3),H_(1)),F∈B(H_(3),H_(2))和D∈BR(H_(2),H_(1)),E∈B(H_(3),H_(1)),F∈B(H_(3),H_(2)),关系矩阵M_(D,E,F)都有闭值域的充分必要条件,并进一步刻画了两类3×3上三角关系矩阵的可能闭值域谱。展开更多
This study examines the roles of soil-structure interaction （SSI）, higher modes, and damping in a base-isolated structure built on multiple layers of soil overlying a half space. Closed-form solutions for the entire...This study examines the roles of soil-structure interaction （SSI）, higher modes, and damping in a base-isolated structure built on multiple layers of soil overlying a half space. Closed-form solutions for the entire system, including a superstructure, seismic isolator, and numerous soil layers overlying a half-space, were obtained. The formulations obtained in this study simply in terms of well-known frequencies and mechanical impedance ratios can explicitly interpret the dynamic behavior of a base-isolated structure interacting with multiple soil layers overlying a half-space. The key factors influencing the performance of the isolation system are the damping ratio of the isolator and the ratio of the natural frequency of the fixed-base structure to that of the isolated structure by assuming that the superstructure moves as a rigid body. This study reveals that higher damping in the base isolator is unfavorable to higher mode responses that usually dominate the responses of the superstructure and that the damping mechanism plays an important role in transmitting energy in addition to absorbing energy. It is also concluded that it is possible to design a soft soil layer as an isolation system for isolating vibration energy.展开更多
文摘设H_(1),H_(2),H_(3)为无穷维复可分Hilbert空间,对给定关系A∈B CR(H_(1)),B∈B CR(H_(2)),C∈B CR(H_(3)),记M_(D,E,F):={A D E O B F O O C},其中D∈BR(H_(2),H_(1)),E∈B(H_(3),H_(1)),F∈BR(H_(3),H_(2))。得到了对任意D∈B(H_(2),H_(1)),E∈B(H_(3),H_(1)),F∈B(H_(3),H_(2))和D∈BR(H_(2),H_(1)),E∈B(H_(3),H_(1)),F∈B(H_(3),H_(2)),关系矩阵M_(D,E,F)都有闭值域的充分必要条件,并进一步刻画了两类3×3上三角关系矩阵的可能闭值域谱。
文摘This study examines the roles of soil-structure interaction （SSI）, higher modes, and damping in a base-isolated structure built on multiple layers of soil overlying a half space. Closed-form solutions for the entire system, including a superstructure, seismic isolator, and numerous soil layers overlying a half-space, were obtained. The formulations obtained in this study simply in terms of well-known frequencies and mechanical impedance ratios can explicitly interpret the dynamic behavior of a base-isolated structure interacting with multiple soil layers overlying a half-space. The key factors influencing the performance of the isolation system are the damping ratio of the isolator and the ratio of the natural frequency of the fixed-base structure to that of the isolated structure by assuming that the superstructure moves as a rigid body. This study reveals that higher damping in the base isolator is unfavorable to higher mode responses that usually dominate the responses of the superstructure and that the damping mechanism plays an important role in transmitting energy in addition to absorbing energy. It is also concluded that it is possible to design a soft soil layer as an isolation system for isolating vibration energy.
