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Composite Truss Beam to RC Column Connection by suran_qutbi is a document available to read on EtoBox.

This document summarizes research on the cyclic behavior of composite truss beam to reinforced concrete column connections in moment resisting frames. Three specimens of two-span continuous beams were tested under monotonic and cyclic loading. Experimental results showed that the bottom steel plate and top truss chord were not effective in tension in the joint region, but partially effective in compression. Large rotations led to damage of unconfined concrete and reduction of strength and ductility. Numeric

Author

suran_qutbi

Language

EN