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本文介绍了竖向地震作用下碟形弹簧的隔震作用。分析了工程结构减震技术,引入调谐质量阻尼器(TMD)技术,计算分析了不同刚度的基础隔震体系的隔震效果,以及(TMD)设置在结构的项部或底部与是否设基础隔震体系不同组合时,对竖向地震作用的隔震效果。
This article describes the isolation of the disc spring under vertical seismic action. Analyzes the engineering structure damping technology, introduces the TMD technique, calculates and analyzes the isolation effect of the base isolation system with different stiffness, and (TMD) sets whether the base or bottom of the structure is separated from the foundation. Seismic effect of vertical seismic action in different combinations of seismic systems.