Recently, the use of composite
structures composed of steel plate and in filled concrete has become
increasingly popular in Civil engineering structures. This is because of their excellent earthquake resistant properties such
as energy absorption capacity. In the present investigation, an experimental study
has been carried out. The main objective of this study is to find out the ultimate
moment carrying capacity of concrete filled steel box members (CFSB).
Cite this paper
Amirahmad, A. (2014) Experimental Study on Flexural Behaviour of Concrete Filled Steel Box Members. Open Journal of Civil Engineering
, 45-53. doi: 10.4236/ojce.2014.41005
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