Performance Assessment of Reinforced Concrete Frame under Close-In Blast Loading

Table 8

Mesh sensitivity analysis.

Mesh size (mm)	No. of nodes	No. of elements	Time elapsed (s)	Maximum displacement at lower one-third (mm)
20	43779	38250	1500	12.35
25	23153	19584	1080	8.63
30	13915	11400	960	6.14
40	6966	5440	900	4.12