摘要
在分析结构物振动控制方程的基础上,对现存的结构物抗震方法做了总结及评述,介绍了结构控制方法在桥梁设计领域的应用,并展望了未来可能的抗震方法,以满足结构物稳定性的要求。
On the base of the analysis to the structure oscillation control equation, it generalizes and comments the existing structure quake-proof methods, introduces the application of the structure control method in the bridge design field, and forecasts the prospective quake-proof methods in the future, which will need the request of structure stability.
出处
《山西建筑》
2008年第11期308-309,共2页
Shanxi Architecture
关键词
结构振动
抗震
稳定性
荷载
structure oscillation, quake-proof, stability, load
