Statistical Analysis of RC Beam-Column Interaction
- 1 July 1977
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Structural Division
- Vol. 103 (7) , 1377-1388
- https://doi.org/10.1061/jsdeag.0004671
Abstract
Analysis of uncertainties plays a central role in all reliability-based design procedures. Herein, the uncertainty in the resistance of reinforced concrete members subjected to combined bending and thrust is studied using Monte-Carlo techniques. The effects of load eccentricity, reinforcement ratio, and the contributions of individual uncertainties in the design parameters are examined. The results should aid in determining resistance factors for reinforced concrete design which are commensurate with the level of uncertainty using reliability-based concepts.Keywords
This publication has 0 references indexed in Scilit: