摘要
根据《水工建筑物抗震设计规范》SDJ10-78,提出一种计算混凝土重力坝动力可靠度的动力荷载法,阐述了混凝土重力坝动力可靠度分析的基本原理。通过实例计算,对条件慨率可靠指标与全概率可靠指标进行了比较。动力荷载法为混凝土重力坝抗震动力可靠度分析提供了新的思路,它是传统规范方法和现代有限元方法的统一,便于在工程界推广应用。
ased on“Seismic Design Standard for Hydraulic Engineering Structures”SDJ10- 78,a dynamic loading method is presented for calculating the seismic reliabilitv of a aoncrete dam. The fundamental principle is explained and two results,which are expressed by total probability and conditional probability respectively,are compared through an example.The method gives a new train of tlioughts for the analysis of seismic dynamic reliability,and integates the traditional standard method with the finite element method, thus,it can be popularized in eilgineering.
出处
《河海大学学报(自然科学版)》
CAS
CSCD
1995年第1期16-21,共6页
Journal of Hohai University(Natural Sciences)