Flexural Buckling of Simply Supported Columns with ""Rigid End Links"" - the Key to Interpret Pin-Ended Angle Column Test Results?Structural Stability Research Council papers are restricted to members only. To view, login to your AISC member profile or apply for membership at www.myaisc.org/join.
- Date: 4/18/2012 - 10/20/2016
- PDH Credits: 0
Enio Mesacasa; Jr.; University of Sao Paulo; Sao Paulo; Brazil; Dinar Camotim; Pedro Borges Dinis; Technical University of Lisbon; Lisbon; Portugal; Maximiliano Malite; University of Sao Paulo; Sao Paulo; Brazil