摘要
依据实验研究数据和理论分析,对地铁叠合结构车站侧墙混凝土的温度、温度应力和温度致裂机理进行研究,从温度控制的角度提出裂缝控制措施。
Based on the experimental data and analysis, temperature, temperature stress and temperature crack mechanism of the concrete sidewall of metro station with iterative structure are studied, and the crack control measures are put forward.
出处
《都市快轨交通》
2005年第6期46-49,共4页
Urban Rapid Rail Transit
关键词
叠合结构
侧墙
温差
裂缝
iterative structure
sidewall
difference in temperature
crack
