The Influence of Different Parameter on the Seismic Behavior of SRUHSC Frame

Table 1

Concrete content.

Category	Strength grade	Unit volume quality/(kg⋅m^−3)
		Cement	Fly ash	Silica	Coarse aggregate	Sand	Water reducer	Retarder	Water
Column	C100	420	120	60.0	1155	495	9.00	0.30	138
Beam	C40	352	88	0.00	1074	716	5.94	0.00	198