Structural control & health monitoring. 2006;13(2-3):809-822. doi: 10.1002/stc.113 Q15.12025

Response mitigation of the base isolated benchmark building by semi-active control with the viscous-plus-variable-friction damping force algorithm

基于粘滞-可变摩擦阻尼力算法的半主动控制对基础隔震基准建筑的响应减缓效果

DOI: 10.1002/stc.113

摘要

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