What is the difference between moment-rotation relationship and moment-curvature relationship for a structural element (e.g. beam, column)?
Also, How to convert the moment-curvature which is calculated from the sectional analysis to moment-rotation relationship or the other way around?
Thank...
Dear All,
I have some questions regarding the use of the joint element formulation and the calibration procedures. Firstly, regarding the calibration procedure for the bond slip response, from where should I get the bar stress (fs) that will be used to get the bar stress vs. bar slip and...
Hi everyone,
I have questions that I hope someone will help me in answering them.
1) is it effective to place a plain viscous damper for vertical mid-span vibrations when located to act horizontally at the roller support of a simply supported beam?
2) why would the periods of the first modes...
