In order to confirm applicability of current specifications or codes for the steel reinforced ultra high strength concrete（SRUHSC）structure

the SRUHSC frame structure is taken as a research object in this paper

Earthquake elastic-plastic analysis were carried out by large universal finite element analysis software ABAQUS.Influences of building height

earthquake input directions

infilled wall

and strength grade of column concrete on earthquake elastic-plastic are analyzed on the basis of self vibration period

vertex displacement

base shear and story drift.The results show that:（1）with the increase of frame building height

natural period increases

vertex displacement increases

base shear increases and story drift increases.（2）Compared with Y direction of earthquake input

natural period decreases

vertex displacement decreases

story drift decreases and base shear agrees nearly with each other in the X direction of earthquake input.（3）After the infilled wall is set up in the SRUHSC frame

natural period decreases

vertex displacement decreases

base shear increases and story drift increases.（4）After the lower strength grade of column concrete is used in the SRUHSC frame

natural period increases

vertex displacement increases

story drift increases and base shear agrees nearly with each other.（5）Story drift calculation results of frame models meet the regulations of current specifications or codes.So SRUHSC frame can be designed on the basis of related requires.