Practical Implementation of Structural Control Under Earthquake Excitation

本课题提出了适用于地震作用下结构控制的新的最优控制理论和算法。这些最优控制算法，包括全局控制和临界模式控制，将考虑可测量的地震地面加速度。对所开发的最优控制算法的有效性和效率进行了检验和比较。指出了它们在实际应用中的优点和缺点。深入研究了地震环境下实际实施结构控制的各个关键方面。

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.