Discussion of “Long-Term Behavior of Prestressed Composite Beams at Service Loads for One Year” by Weichen Xue, Min Ding, Chi He, and Jie Li
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 135, Issue 12
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References
Chinese Standard. (2003). Code for design of steel structures, GB50017–2003, Beijing.
Macorinia, L., Fragiacomob, M., Amadioa, C., and Izzuddinc, B. A. (2006). “Long-term analysis of steel-concrete composite beams: FE modeling for effective width evaluation.” Eng. Struct., 28, 1110–1121.
Ranzi, G., and Bradford, M. A. (2006). “Analytical solutions for the time-dependent behavior of composite beams with partial interaction.” Int. J. Solids Struct., 43, 3770–3793.
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© 2009 ASCE.
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Received: Oct 6, 2008
Accepted: Dec 8, 2008
Published online: Nov 13, 2009
Published in print: Dec 2009
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Professor, Research Inst. of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai, China 200092. E-mail: [email protected]
Research Student, Research Inst. of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai, China 200092. E-mail: [email protected]
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