Skip to main content

Table 3 The specifications of the important points in the experimental and numerical models.

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

 

Vertical displacement (mm)

Force (kN)

Points

A

B

C

First rebar fracture

Second rebar fracture

A

B

C

First rebar fracture

Second rebar fracture

Experimental model

0

195

418

316

347

0

31.14

32.49

40.63

40.08

Numerical model

0

186

415

324

339

0

32.38

34.93

43.86

41.76

Discrepancy (%)

0

4.6

0.7

2.47

2.3

0

3.8

6.98

7.4

4