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本文提出了利多多个调谐液体阻尼器（简称TLDS）减小高柔结构多振型地震反应的方法，给出了TLD的布置方案和计算公式，通过钢框架模拟地震振动台试验和理论分析，验证了本文提出的方法的正确性．
In this paper, a method to reduce the seismic response of multi-mode high-flexural structures with multi-tuned liquid damper (TLDS) is proposed. The layout scheme and calculation formula of TLD are given. Through the seismic shaking table test and theoretical analysis of the steel frame, Verify the correctness of the method proposed in this paper.