DISCUSSIONS AND CLOSURES
Nov 15, 2011

Closure to “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 ARTICLE
Publication: Journal of Structural Engineering
Volume 137, Issue 12
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

European Committee for Standardization (CEN). (2004). “Design of concrete structures, part 1.1: General rules and rules for buildings.” Eurocode 2, EN1992-1-1, Brussels, Belgium.
Xue, W., Ding, M., He, C., and Li, J. (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

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 137Issue 12December 2011
Pages: 1626 - 1627

History

Received: Jun 28, 2011
Accepted: Aug 2, 2011
Published online: Nov 15, 2011
Published in print: Dec 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Jiansheng Fan [email protected]
Associate Professor, Dept. of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua Univ., Beijing 100084, China (corresponding author). E-mail: [email protected]
Xiaogang Liu [email protected]
Ph.D. Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China. E-mail: [email protected]
Jianguo Nie [email protected]
Professor, Dept. of Civil Engineering, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Tsinghua Univ., Beijing 100084, China. 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.

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share