Discussion of “Long-Term Behavior of Composite Beams under Positive and Negative Bending. I: Experimental Study” by Jiansheng Fan, Jianguo Nie, Quanwang Li, and Hao Wang
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 137, Issue 12
ST.1943-541X.0000381/asset/137d0ad3-a3cd-4d5f-9386-a8a0f993eeed/assets/(asce)st.1943-541x.0000381.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Chen, S., and Xue, W. (2009). “Discussion of ‘Long-term behavior of prestressed composite beams at service loads for one year’.” J. Struct. Eng., 135(12), 1545–1548.
Chinese Standard. (2003). “Code for design of steel structures.” GB50017-2003, Beijing.
European Committee for Standardization (CEN). (1994). “Common unified rules for composite steel and concrete structures ENV 1994-1-1.” Eurocode 4, Brussels, Belgium.
Macorini, L., Fragiacomo, M., Amadio, C., and Izzuddin, B. A. (2006). “Long-term analysis of steel-concrete composite beams: FE modelling for effective width evaluation.” Eng. Struct., 28(8), 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(13), 3770–3793.
Xue, W., et al. (2008). “Long-term behavior of prestressed composite beams at service loads for one year.” J. Struct. Eng., 134(6), 930–937.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 137 • Issue 12 • December 2011
Pages: 1624 - 1626
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Nov 16, 2010
Accepted: Jan 7, 2011
Published online: Nov 15, 2011
Published in print: Dec 1, 2011
Permissions
Request permissions for this article.
Authors
Affiliations
Professor, School of Civil Engineering, Tongji Univ., No. 1239, Siping Rd., Shanghai, China 200092 (corresponding author). E-mail: [email protected]
Research Student, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., No. 1239, Siping Rd., Shanghai, China 200092. E-mail: [email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.