Journals
Publish with us
Publishing partnerships
About us
Blog
Advances in Civil Engineering
Journal overview
For authors
For reviewers
For editors
Table of Contents
Special Issues
Advances in Civil Engineering
/
2020
/
Article
/
Tab 2
/
Research Article
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
Table 2
Limit values of beam-to-column stiffness ratio.
ā
Aseismic grade
1
2
3
4
Beam-to-column linear stiffness ratio
0.80
0.75
0.65
0.60