期刊论文

Jiang, Youbao

英文

Advances in Structural Engineering

1369-4332

2019

23

1

146-159

10.1177/1369433219866089

The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: The research is supported by the National Natural Science Foundation of China (Grant No. 51678072), the National Key Basic Research Program of China (Grant No. 2015CB057705), and the Key Discipline Foundation of Civil Engineering of Changsha University of Science and Technology (18ZDXK01). This support is gratefully acknowledged.

本校为第一且通讯机构

With the capacity models in the 2004 edition of the European Committee for Standardization's Standard Design of Concrete Structures, a more realistic limit state function is obtained for reinforced concrete columns with random loads eccentricity. Using this function, the applicability of the code-based design factors is discussed. Taking the wind-dominated combination as an example, the probabilistic distribution of loads eccentricity and the statistics of column resistance are analyzed for representative cases. The analysis indicates that the possible loads eccentricity is scattered over a la...