Numerical Simulation Study of Progressive Collapse of Reinforced Concrete Frames with Masonry Infill Walls under Blast Loading

Table 1

Material physical parameters.

Material	Density/(kg•m^-3)	Elastic modulus/GPa	Poisson ratio	Compressive strength/MPa
Concrete	2500	23	0.2	30
Steel reinforcement	7850	200	0.3	335,225
Masonry	2200	2.25	0.15	10