The Seismic Performance of Piles in Waterfront Applications
The Seismic Performance of Piles in Waterfront Applications
复制标题
滨水区应用中桩的抗震性能
DOI：
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发表时间：
2001
期刊：
影响因子：
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通讯作者：
S. Schlechter
中科院分区：
文献类型：
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作者：
N. Mccullough;S. Dickenson;S. Schlechter
地震突显了港口的地震风险担忧。抗震码头的设计需要了解其在地震中的表现。由于桩基码头的复杂性，最先进的离心机模型技术被用来更好地了解抗震性能。本文总结了模型的构建、工具和测试方面的内容。文中还给出了模型抗震性能的计算结果，并将实测的离心机抗震性能与采用规范设计法估算的抗震性能进行了比较。
Earthquakes have highlighted seismic hazard concerns for ports. The design of a seismically resilient wharf requires an understanding of its performance during earthquakes. Due to the complex nature of pile-supported wharves, state of the art centrifuge modeling techniques are being used to better understand seismic performance. This paper summarizes aspects of the construction, imstrumentation, and testing of the models. Results on the seismic performance of the model are also presented, as well as the comparison between the measured centrifuge seismic performance as well as the seismic performance estimated using a standard-of-practice design method.