摘要
以云南某超高墩的连续刚构桥梁为例,基于各设计参数建立有限元模型,对其抗风计算方法及相应的计算结果进行分析并提出若干措施,可为同类计算提供参考。
Taking one Yunnan continuous rigidframe bridge with superhigh piers as an example, finite element model based on design parameter was established, and the windproof calculation method and relevant calculation result was analyzed with some measures being presented, which can offer reference for similar project.
出处
《交通标准化》
2007年第8期86-89,共4页
Communications Standardization
关键词
超高墩
连续刚构
有限元
抗风
super-high piers
continuous rigid-frame
finite element model
windproof
