Axially Restrained Beam-Column with Initial Imperfections and Nonlinear End Connections Subject to High Temperatures
Author:
Affiliation:
1. Research Assistant, Dept. of Civil Engineering, Ohio Univ., Athens, OH 45701.
2. 125-Year Generation Full Professor, School of Mines, National Univ., Calle 9c #15-165 Casa 102, Medellin, Colombia (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000710
Reference32 articles.
1. ABAQUS. (2006). User’s manual—Version 6.11 Pawtucket RI.
2. AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.
3. Moment–rotation–temperature curves for semi-rigid joints
4. Prediction of the degradation of connection characteristics at elevated temperature
5. Stability of Columns under Uniform Axial Load with Semirigid Connections
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