Continuing Education

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

    • Date: 4/3/2019 - 4/5/2019
    • PDH Credits: 0

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