论文部分内容阅读
应用西堠门大桥台风期架设钢箱梁阶段实测的桥位风参数及结构风振成果,分析研究了悬索桥设计风参数的取值问题,及主缆和钢箱梁的风振特点。
The bridge wind parameters and structure wind-induced vibration results obtained during the stage of steel box girder construction during the typhoon period of Xijianmen Bridge were used to analyze the value of design wind parameters of suspension bridges and the wind-vibration characteristics of the main cables and steel box girders.