Closure to “LRFD Factors for Pultruded Wide-Flange Columns” by Linda M. Vanevenhoven, Carol K. Shield, and Lawrence C. Bank
Authors: Linda M. Vanevenhoven [email protected], Carol K. Shield, M.ASCE [email protected], and Lawrence C. Bank, F.ASCE [email protected]Author Affiliations
Publication: Journal of Structural Engineering
Volume 138, Issue 5
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References
Bank, L. C. (2006). “Pultruded axial members.” Chapter 14, Composites for construction: Structural design with FRP materials, Wiley, New York.
Barbero, E. J., and Tomblin, J. (1994). “A phenomenological design equation for FRP columns with interaction between local and global buckling.” Thin-Walled Struct., 18(2), 117–131.TWASDE
Gere, J. M., and Timoshenko, S. P. (1997). Mechanics of materials, 4th Ed., PWS Publishing, Boston, MA.
National Research Council of Italy (CNR). (2008). Guide for the design and construction of structures made of thin FRP pultruded elements, CNR, DT 205/2007, Rome, 〈www.cnr.it/documenti/norme/IstruzioniCNR_DT205_2007_eng.pdf〉.
Kollár, L. P. (2003). “Local buckling of fiber reinforced plastic composite structural members with open and closed cross sections.” J. Struct. Eng.JSENDH, 129(11), 1503–1513.
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© 2012. American Society of Civil Engineers.
History
Received: Sep 24, 2011
Accepted: Oct 14, 2011
Published online: Apr 16, 2012
Published in print: May 1, 2012
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Design Engineer, Michael Baker Jr., Madison WI 53719; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706. E-mail: [email protected]
Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455. E-mail: [email protected]
Professor and Associate Provost for Research, Dept. of Civil Engineering, The City College of New York, NY 10031; formerly, Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706 (corresponding author). E-mail: [email protected]
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