RELIABILITY OF STRUCTURES DURING RANDOM LOADINGS

摘要

A new framework for fatigue analysis and reliability of structures has been built which allows The analyis to be reduced to the analysis on a 2-D window with a Characterized radial cyclic loading. It is given one description for the smooth specimen and any general structure with any loading conditions; simplified analysis of inelastic structures and simple rules for damage and accumulation are taken but the results are coupled with results from returns on real structures.