摘要
桥梁在车辆荷载作用下的振动,实质是桥梁和车辆两个动力系统的耦合振动。对公路上常见的4种跨径简支转连续连续箱梁桥进行车桥耦合振动动力特性的对比分析。同时详细分析桥面铺装、截面尺寸和行驶车速的变化等对该类桥型的车桥振动动力特性的影响,得到影响该类桥车桥耦合振动性能的关键因素,并提出设计建议。
In essence, vibration of bridge caused by vehicle is coupled vibration of two dynamic systems of vehicle-bridge. The author computes the vehicle-bridge vibrations of the common simply supported-continuous box beam bridges and analyses the dynamic capability resulted from bridge deck pavement and the change of cross-sections size and vehicle velocity. The paper finds out the main factors that affect the dynamic capability of bridge, and gives some advice about the design of this kind of bridge.
出处
《黑龙江工程学院学报》
CAS
2009年第3期33-35,共3页
Journal of Heilongjiang Institute of Technology
基金
哈尔滨市科技研究基金资助项目(2005AFOXJ056)
关键词
车桥振动
简支转连续
动力特性
桥面铺装
行驶车速
vehicle-bridge vibration
supported-continuous
dynamic characteristics
bridge decking pavement
driving speed