Stability at Elevated Temperatures [S5]

Influence of Simple Connection Restraint on the Lateral-Torsional Buckling Behavior of Restrained Beams under Fire Conditions
Erica C. Fischer, Oregon State University, Corvallis, Ore.

Time-Dependent Buckling of Steel Plates Exposed to Fire
Mohammed A. Morovat, Michael D. Engelhardt, and Todd A. Helwig, University of Texas at Austin, Austin, Texas

Comparison of Steady-State and Transient Thermo-Mechanical Responses of Unprotected Aluminum Columns at Elevated Temperatures
Jean C. Batista Abreu and Tyler D. Spinello, Elizabethtown College, Elizabethtown, Pa.; Nicholas A. Soares and Ronald D. Ziemian, Bucknell University, Lewisburg, Pa.

Evaluating Critical Temperatures of Axially Loaded I-Shaped Steel Members Using ANSI/AISC-360 Appendix 4
Ana Sauca, Chao Zhang, Mina Seif, and Lisa Choe, National Institute of Standards and Technology (NIST), Gaithersburg, Md.

Intended Audience: Engineers
Track:SSRC

View content