Practical Implementation of Structural Control Under Earthquake Excitation

在本课题中，新的最优控制理论和算法适用于 地震作用下的结构控制。 这些最优控制算法，包括globel控制和 关键模式控制，将考虑可测量的 地震地面加速度 的效力和效率 最后对所提出的最优控制算法进行了检验和比较。 它们在实际应用中的优点和缺点是 鉴定 深入研究对《公约》至关重要的各个方面， 地震作用下结构控制的实际实施 环境也在进行。

In this project, new optimal control theories and algorithms applicable to structural control under earthquake excitations are developed. These optimal control algorithms, including globel controls and critical-mode controls, will take into account the measurable earthquake ground acceleration. The effectiveness and efficiency of the developed optimal control algorithms are examined and compared. Their advantages and drawbacks for practical applications are identified. In-depth studies of various aspects critical to the practical implementation of structural control under seismic environments are also carried out.