摘要
当桥梁桩基础遇到地下管线时需要进行结构调整时,综合运用空间分析和平面杆系计算相结合的方法,准确高效地进行结构受力变化分析,既保证桥梁整体造型风格不变,又保证结构受力安全合理。
Combined space analysis with planar bars system calculation, the article analyzes the loading process of the structure accurately and efficiently, when the design needs to be adjusted for the problem of the underground pipeline pass through the bridge pile foundation. The method can keep the original style of the bridge and ensure structure safety and reasonable.
出处
《辽宁省交通高等专科学校学报》
2012年第1期9-12,16,共5页
Journal of Liaoning Provincial College of Communications
关键词
连续箱梁
腹板
偏载
不均匀系数
Continuous Box Girder, Web Plate, Offset Load, Differential Coefficient