摘要
根据施工现场温度场测定结果，计算分析了常吉高速印家溪桥93m高墩受温度及风载影响下的偏心位移，计算分析了施工阶段不同工况墩顶产生的偏心位移，为高墩施工提供了参考。
According to measured result of field temperature, it calculates ＆ analyzes eccentric displacement of 93cm high pier of Yinjiaxi bridge of Chang-ji highway because of influencing of temperature and wind load, and calculates ＆ analyzes eccentric displacement under different condition＇in construction, which can be referred for construction of high pier.
出处
《山西建筑》
2006年第8期297-298,共2页
Shanxi Architecture
关键词
温度场
高墩
偏心位移
工况
temperature field, high pier, eccentric displacement, work condition
