Abstract:
本文以三跨变截面箱梁弯连续刚构桥为研究对象,分别采用平面有限元和空间有限元两种方法计算了自重作用下控制截面的剪力滞系数,并对剪力滞效应进行了分析。文中分析了弯曲半径、宽跨比、高跨比、墩高、施工阶段等参数对变截面箱梁剪力滞效应的影响。
Keyword:
Reprint Author's Address:
Email:
Source :
Year: 2004
Language: Chinese
Cited Count:
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 6
Affiliated Colleges: