Experimental Study of the Seismic Performance of L-Shaped Columns with 500 MPa Steel Bars
Joint Authors
Wang, Tiecheng
Liu, Xiao
Zhao, Hailong
Source
Issue
Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-11, 11 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2014-05-21
Country of Publication
Egypt
No. of Pages
11
Main Subjects
Medicine
Information Technology and Computer Science
Abstract EN
Based on tests on six L-shaped RC columns with 500 MPa steel bars, the effect of axial compression ratios and stirrup spacing on failure mode, bearing capacity, displacement, and curvature ductility of the specimens is investigated.
Test results show that specimens with lower axial load and large stirrup characteristic value (larger than about 0.35) are better at ductility and seismic performance, while specimens under high axial load or with a small stirrup characteristic value (less than about 0.35) are poorer at ductility; L-shaped columns with 500 MPa steel bars show better bearing capacity and ductility in comparison with specimens with HRB400 steel bars.
American Psychological Association (APA)
Wang, Tiecheng& Liu, Xiao& Zhao, Hailong. 2014. Experimental Study of the Seismic Performance of L-Shaped Columns with 500 MPa Steel Bars. The Scientific World Journal،Vol. 2014, no. 2014, pp.1-11.
https://search.emarefa.net/detail/BIM-1048324
Modern Language Association (MLA)
Wang, Tiecheng…[et al.]. Experimental Study of the Seismic Performance of L-Shaped Columns with 500 MPa Steel Bars. The Scientific World Journal No. 2014 (2014), pp.1-11.
https://search.emarefa.net/detail/BIM-1048324
American Medical Association (AMA)
Wang, Tiecheng& Liu, Xiao& Zhao, Hailong. Experimental Study of the Seismic Performance of L-Shaped Columns with 500 MPa Steel Bars. The Scientific World Journal. 2014. Vol. 2014, no. 2014, pp.1-11.
https://search.emarefa.net/detail/BIM-1048324
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1048324