摘要
对可靠性界限为随机变量时的抗震结构动力可靠性问题 ,采用一种级数对结构响应加予拟合 。
Using a series fitting structural response, a response series fitting method to structural dynamic is studied to calculate the dynamic reliability of seism-resistant structures that the reliability bound is a stochastic varialbe.
出处
《南昌水专学报》
2001年第4期1-5,共5页
Journal of Nanchang College of Water Conservancy and Hydroelectric Power
基金
水利部水利技术开发基金资助项目 (SJ9710 )
南昌水专科研基金资助项目 (SZ2 0 0 1- 0 4 )
