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Table 2 The specifications of beams and columns of the test specimens.

From: Evaluation of the Progressive Collapse of the Reinforced Concrete Frames Considering the Soil–Structure Interaction: Parametric Study Based on the Sensitivity Index

 

Beam

Column

Cross-sections

150 × 100 mm2 (height to width)

200 × 200 mm2

The transverse reinforcement

2-leg Φ4

4-legΦ 4

distance of stirrups

30 mm at both end zones

33 mm at the base of the ground-floor columns and 50 mm everywhere else

The longitudinal rebars

4Φ8

12 Φ8