Theoretical analysis research on story drift limit for steel rinforced concrete composite structures
Affiliation of Author(s):
土木工程学院
Journal:
Applied Mechanics and Materials
Key Words:
中文关键字：型钢混凝土；框架结构；层间位移角；量化性能指标，英文关键字：steel reinforced concrete; frame structures; store
Abstract:
Steel reinforced concrete structures are organic combination of steel and concrete and
calculation formula of inter-story drift should be between them.The calculation formula of storey
yield drift for reinforced concrete frames is obtained by adding the deformantion of beams,
columns and joints, and the comparison shows that theoretical results agree with test data.
Inter-story yield drift ratio for steel reinforced concrete (SRC) framees are proposed by using the
same assumption and procedure, and story drift limit for SRC frames with certain assurance
probability are proposed according to relationship of four seismic performance levels. The
conclusion obtained provide reference for engineering design of SRC frame structures.
First Author:
wangpeng,shiqingxuan,wangqiuwei
Paper Publications
