Experimental and numerical investigation on the dynamic response of RC ultra-high piers under multiple impacts

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Experimental and numerical investigation on the dynamic response of RC ultra-high piers under multiple impacts

In recent years, bridges with ultra-high piers (UHPs, the pier height of which ≥ 100 m) have been increasingly used in mountainous areas and may be subjected to impact loads such as rock falls. However, research on the impact performance of UHPs is very limited, and it is essential to understand the...

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Bibliographic Details
Main Authors:	Wang, J., Xu, W., Chen, Y., Huang, X., Sun, Y., Ahmed, Mizan, Chen, Wensu
Format:	Journal Article
Published:	2025
Online Access:	http://hdl.handle.net/20.500.11937/97473

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