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...
| Main Authors: | , , |
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| Format: | Journal Article |
| Published: |
Elsevier
2023
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| Online Access: | http://purl.org/au-research/grants/arc/DP190103253 http://hdl.handle.net/20.500.11937/94744 |