oa Civil Engineering = Siviele Ingenieurswese - Design consequences of variation in the effective lengths of slender columns in unbraced reinforced concrete frames



It was illustrated in a recent study that a variation in the effective-length value for columns in unbraced steel frames can be responsible for a considerable difference in the design of such columns. It was also shown that such variation in effective length can easily occur when comparing results of effective-length cherts with solutions obtained from a rigorous elastic buckling analysis of the entire framework.


Article metrics loading...

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error