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This study proposes both steel and fiber-reinforced polymer (FRP) composites as main reinforcement for modern reinforced concrete (RC) moment-resisting frame (MRF) structures.
For main reinforcement and bracings, tor steel bars and steel square bars are used for frames.
This model leads to efficient estimations of the main reinforcement placed in strips between piles.
A single layer of main reinforcement is used in both directions.
For main reinforcement and bracings, high-grade steel bars and mild steel square bars are used for frames.
For main reinforcement, ∅8 mm was used; for ties and stirrups, ∅6 mm was used for the RC frames.
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The column is designed with section dimension of 400/400 mm, with the main reinforcements of 6 D16 + 4D13, and the transverse bars of ∅ 10-50 mm.
However, since the main reinforcements of these specimens were yielded when the specimens developed the maximum displacements at mid-span, the bond-slip effect and the loading history of constituent materials are expected to deliver considerable influence on the structural behavior.
Six steel deformed rebars of 10-mm diameter were used for the main column reinforcement providing a longitudinal reinforcement ratio of 0.017.
Pre-cast and cured Engineered Cementitious Composites (ECC) strips were placed in the tension cover zone of one-way reinforced concrete (RC) slabs beside the main steel reinforcement.
The main longitudinal reinforcement ratio varied between 0.1 and 6.5 %, whereas the horizontal shear reinforcement ratio varied from 0 to 3.05 %.
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