Reliability analysis of reinforced concrete beams based on the stochastic model of resistance calculation

Abstract

As a basic place for human daily life, the safety performance of architectural structure in practical application directly determines the future trend of social economy and urban construction development. By understanding the relationship between the internal and external environment of the structure and using advanced theoretical knowledge to evaluate the effectiveness of the structure, we can find effective countermeasures to solve the problem. Therefore, on the basis of defining the stochastic process model of resistance, this paper uses the reliability period analysis method to compare the structural effectiveness indicators of the proposed structure and the existing structure, and thus makes clear the differences between the traditional reliability calculation method and the time period analysis method, and analyzes the particularity of different structures.