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首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Comparison of different models for high damping rubber bearings in seismically isolated bridges
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Comparison of different models for high damping rubber bearings in seismically isolated bridges

机译:隔震桥梁中高阻尼橡胶轴承不同模型的比较

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摘要

Steel-reinforced high damping natural rubber (HDNR) bearings are widely employed in seismic isolation applications to protect structures from earthquake excitations. In multi-span simply supported bridges, the HDNR bearings are typically placed in two lines of support, eccentric with respect to the pier axis. This configuration induces a coupled horizontal-vertical response of the bearings, mainly due to the rotation of the pier caps. Although simplified and computationally efficient models are available, which neglect the coupling between the horizontal and vertical response, their accuracy has not been investigated to date.
机译:钢制高阻尼天然橡胶(HDNR)轴承广泛用于地震隔离应用中,以保护结构免受地震激发。在多跨度简单支撑桥中,HDNR轴承通常放置在相对于墩轴线偏心的两条支撑线中。这种构造主要由于墩盖的旋转而引起轴承的水平耦合响应。尽管可以使用简化且计算效率高的模型,该模型忽略了水平响应和垂直响应之间的耦合,但是迄今为止尚未研究其准确性。

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