Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns
By A. Varma, James M. Ricles, R. Sause, Le-wu Lu. 2002
194 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/9cafb999f99221e2e2985ca71bbab4cfe36df6ea
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Ultra-High Strength Concrete Filled Composite Columns for Multi-Storey Building Construction (2012, background): “Varma et al. (2002) also investigated the flexural force-deformation behavior of several 110 MPa HSC filled square steel tubes subjected to 1488 Advances in Structural Engineering Vol. 15 No. 9 2012 axial load and monotonically increasing flexural loading.”
- Experimental study of high strength concrete-filled circular tubular columns under eccentric loading (2011, unknown): “[18] studied the behavior of the square tubular columns asserting that the curvature ductility of strength square CFT beam-columns (1.”
- Design of Concrete Filled Tubular Beam-columns with High Strength Steel and Concrete (2016, background): “[11] investigated some 110 MPa high strength concrete filled square tubes subject to axial load and monotonically increasing flexural loading.”