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.

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 578-579; no. Advances in Civil Structures IV; pp. 37 - 40
Main Authors Li, Yun Yun, Yang, Bao Sheng
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 04.07.2014
Subjects
Columns (structural)
Compression ratio
Displacement
Ductility
Ductility tests
Reinforced concrete
Reinforcing steels
Steel columns
Steel Reinforced Concrete
Column
Limit Values of Axial Compression Ratio
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Summary: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.
Bibliography:Selected, peer reviewed papers from the 4th International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2014), May 24-25, 2014, Haikou, China
ObjectType-Article-1
SourceType-Scholarly Journals-1
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content type line 23
ISBN:3038351644
9783038351641
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.578-579.37