DocumentCode
509210
Title
Research on the Mechanical Behavior and Strength Calculation of Solid Steel Reinforced Concrete Special-Shaped Columns
Author
Chen, Zong-ping ; Xue, Jian-yang
Author_Institution
Coll. of Civil Eng. & Archit., Guangxi Univ., Nanning, China
Volume
3
fYear
2009
fDate
26-27 Dec. 2009
Firstpage
570
Lastpage
573
Abstract
In order to reveal the mechanical behavior of solid steel reinforced concrete special-shaped columns, 5 specimens were designed for low cyclic reversed loading test. The failure patterns, loading-displacement hysteretic curves, displacement ductility, ultimate rotation capacity, energy dissipation capacity were obtained from the test. Experimental study results shown that solid steel reinforced concrete special-shaped columns have strong bearing capacity, displacement ductility good, large ultimate rotation capacity, full hysteretic loop, excellent seismic energy dissipation ability. In the end, the calculation formula about normal section bearing capacity and shear capacity are given. the calculating results are in good agreement with test .All of this may be help for engineering designation and construction.
Keywords
ductility; reinforced concrete; shear strength; steel; displacement ductility; energy dissipation capacity; loading-displacement hysteretic curves; mechanical strength; normal section bearing capacity; seismic energy dissipation ability; shear capacity; solid steel reinforced concrete special-shaped columns; ultimate rotation capacity; Civil engineering; Concrete; Energy dissipation; Hysteresis; Information management; Innovation management; Solids; Steel; Testing; Welding; mechanical behavior; solid steel; special-shaped columns; steel reinforced concrete (SRC);
fLanguage
English
Publisher
ieee
Conference_Titel
Information Management, Innovation Management and Industrial Engineering, 2009 International Conference on
Conference_Location
Xi´an
Print_ISBN
978-0-7695-3876-1
Type
conf
DOI
10.1109/ICIII.2009.448
Filename
5369682
Link To Document