Analysis of the Seismic Performance of a Two-Span Specially Shaped Column Frame

Table 2

Summary of material parameters.

Material	Type of material	Elastic modulus (N/mm^2)	Poisson’s ratio	Density (kg/m^3)
Reinforcement	HRB335	2.0 × 10^5	0.3	7.85 × 10^3
Concrete	C30	3.00 × 10^4	0.2	2.5 × 10^3
	C35	3.15 × 10^4
	C40	3.25 × 10^4
	C45	3.35 × 10^4