Stability of Tubular Sections [S12]

Numerical and Experimental Studies for the Development of Direct Strength Design Rules for Locally and Globally Slender Hollow Sections Andrea Toffolon and Andreas Taras, Bundeswehr University Munich, Neubiberg, Germany Reference Resistance Design of Spirally Welded Tapered Tubes Abdullah Mahmoud, Shahabeddin Torabian and Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD; Angelina Jay, Fariborz Mirzaie and Andrew T. Myers, Northeastern University, Boston, MA Determination of the Buckling Critical Load for Composite ConcreteFilled Steel Tube Columns from Partial Experimental Data: A Review of the Southwell Plot Technique Tiziano Perea, Universidad Autonoma Metropolitana Azcapotzalco, Mexico City, Mexico; Roberto T. Leon, Virginia Polytechnic Institute and State University, Blacksburg, VA; Jerome F. Hajjar, Northeastern University, Boston, MA; Mark D. Denavit, University of Tennessee, Knoxville, TN

Intended Audience: Engineers

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