The Influence of Cowper-Symonds Coefficients on the Response of Stiffened Steel Plates Subjected to Close-In Blast Loads
The Cowper-Symonds relationship is the most common empirical equation used to model the influence of strain rates in steel structures subjected to blast loads. The simplicity of this relationship makes it as the preferred choice due to the minimum number of coefficients used in the equation. However...
Main Authors: | , , , |
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Format: | Conference or Workshop Item |
Language: | English English |
Published: |
Trans Tech Publications, Switzerland
2022
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Subjects: | |
Online Access: | http://umpir.ump.edu.my/id/eprint/41832/1/The%20Influence%20of%20Cowper-Symonds%20Coefficients%20on%20The%20Response%20of%20Stiffened%20Steel%20Plates.pdf http://umpir.ump.edu.my/id/eprint/41832/2/The%20Influence%20of%20Cowper-Symonds%20Coefficients%20on%20The%20Response%20of%20Stiffened%20Steel%20Plates%20Subjected%20to%20Close-In%20Blast%20Loads.pdf |
Internet
http://umpir.ump.edu.my/id/eprint/41832/1/The%20Influence%20of%20Cowper-Symonds%20Coefficients%20on%20The%20Response%20of%20Stiffened%20Steel%20Plates.pdfhttp://umpir.ump.edu.my/id/eprint/41832/2/The%20Influence%20of%20Cowper-Symonds%20Coefficients%20on%20The%20Response%20of%20Stiffened%20Steel%20Plates%20Subjected%20to%20Close-In%20Blast%20Loads.pdf