英文摘要 |
Shake table testing is regarded as one of the most straightforward methods of evaluating the seismic response of structural systems subjected to earthquake ground motions. A shake table test is considered representative as long as the desired acceleration time history can be reproduced accurately. As a result, acceleration tracking control of a shake table becomes crucial for shake table testing. However, some structures, such as long-span bridges and piping systems, by nature, are subjected to spatially varying earthquake ground motion. This kind of motion cannot be reproduced by using a single shake table. Thus, a multiple shake table test system is needed to meet these requirements. This is achieved by using a different configuration for each table. In this study, a multiple shake table test system constructed at National Center for Research on Earthquake Engineering is first introduced. Then, a control framework for uni-axial shake tables is proposed, which incorporates a feedback controller into a weighted command shaping controller. This improves the acceleration performance of the shake table. This control framework is verified by several shake table tests with and without a flexible steel shear building. Finally, the control framework is further applied to controlling a multiple shake table test system for preliminary studies. |