Nonlinear Analysis on Square Steel Tube Filled with Steel Reinforced High Strength Concrete Subjected to Bi-Compression Bending Load
2012 ◽
Vol 166-169
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pp. 908-913
Keyword(s):
This paper presents a nonlinear analysis of square steel tube columns filled with steel reinforced concrete subjected to bi-compression bending load. Calculated results agree well with the tested results. Further, Different parameters of members were analyzed using nonlinear analysis procedure. Results showed that Slenderness ratio, stirrup ratio and eccentricity ratio have tremendous influence on capacity and initial stiffness. Steel reinforced ratio and eccentricity angle have secondary influence on capacity and initial stiffness.
2010 ◽
Vol 163-167
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pp. 1574-1577
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2014 ◽
Vol 578-579
◽
pp. 340-345
2012 ◽
Vol 193-194
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pp. 1418-1423
2021 ◽
Vol 2101
(1)
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pp. 012059
2020 ◽
Vol 139
◽
pp. 103512
Keyword(s):
2017 ◽
Vol 21
(10)
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pp. 1542-1552
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2012 ◽
Vol 490-495
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pp. 3177-3181