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Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns
Through the experimental test, influences of axial compression ratio on seismic ductility of SRC columns are analyzed. The limit values of axial compression ratio of the columns are obtained, corresponding to different stirrup ratios at a certain level of displacement ductility.
Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns
Through the experimental test, influences of axial compression ratio on seismic ductility of SRC columns are analyzed. The limit values of axial compression ratio of the columns are obtained, corresponding to different stirrup ratios at a certain level of displacement ductility.
Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns
Applied Mechanics and Materials ; 578-579 ; 37-40
04.07.2014
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns
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