Buy article PDF
The purchased file will be sent to you
via email after the payment is completed.
US$ 35
|
Advances in Concrete Construction Volume 14, Number 2, August 2022 , pages 131-137 DOI: https://doi.org/10.12989/acc.2022.14.2.131 |
|
|
|
Reliability analysis of Industrial plant reinforced concrete columns |
||
Zhengjie Cheng, Jitao Yao and Jun Gao
|
||
| Abstract | ||
| Based on the design of reinforced concrete columns in Chinese design codes, the failure function of reinforced concrete (RC) columns cannot be expressed as a linear function. This makes it difficult to reveal the level of reliability control in Chinese design code. Therefore, the failure function of dimensionless form is established in this paper, and the typical components (Industrial plant columns) are selected for analysis. At last, numerical simulation proves that the proposed model can be used to analysis reliability of columns. The results based on this model indicate that there is a strong difference in the reliability of RC columns designed with different design parameters, and the reliability would be lower when the eccentricity produced by crane load is smaller. | ||
| Key Words | ||
| dimensionless; industrial column; reinforced concrete; reliability; reliability index | ||
| Address | ||
| (1) School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China; (2) Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi'an 710055, China. | ||
| References | ||
| ||