摘要
本文对多自由度时变结构建立了随机振动微分方程,研究了在地震荷载作用下结构的时变可靠性,提出了时变动力可靠性超越率分析方法,并对几类特殊的安全区域给出了超越率计算公式.
The random vibration differential equation on time dependeat structure of multi-degree of freedom is set up. The time-dependent dynamic reliability of structure under the earthquake effect is analyzed. The passage rate analytie method of the reliability is proposed,and the passage rate formulas of reliability on a few special safety regions are given in the paper.
出处
《广西工学院学报》
CAS
1995年第4期32-38,共7页
Journal of Guangxi University of Technology
基金
国家自然科学基金
关键词
多自由度
时变
结构
可靠性
超越率
振动
Multi-Degree of freedom Time-Dependent,structure
Reliability
Passage rate