Improved analysis for impact response prediction of reinforced concrete structures considering stress wave propagation and time dependent shape function

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Improved analysis for impact response prediction of reinforced concrete structures considering stress wave propagation and time dependent shape function

In the design of reinforced concrete (RC) structures subjected to impulsive loading, usually an equivalent Single-Degree-of-Freedom (SDOF) system is derived based on a constant deflection shape assumption corresponding to static-loading condition. It is commonly known that this idealized assumption...

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Bibliographic Details
Main Authors:	Cui, Liuliang, Zhang, Xihong, Hao, Hong
Format:	Journal Article
Published:	Elsevier 2023
Online Access:	http://purl.org/au-research/grants/arc/DP190103253 http://hdl.handle.net/20.500.11937/94744

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