Theoretical analysis research on story drift limit for steel rinforced concrete composite structures
发布时间：2024-08-09
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- 所属单位：
- 土木工程学院
- 发表刊物：
- Applied Mechanics and Materials
- 关键字：
- 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
- 摘要：
- 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.
- 备注：
- 王秋维
- 第一作者：
- 王朋,史庆轩,王秋维
- 论文类型：
- 期刊论文
- 卷号：
- 卷：275-277
- 期号：
- 期：
- 页面范围：
- 页：1123-1126
- 是否译文：
- 否
- 发表时间：
- 2013-02-01