Discussions and Closures
Oct 13, 2014

Closure to “Prestress Loss of a New Vertical Prestressing Anchorage System on Concrete Box-Girder Webs” by Xudong Shao, Rensheng Pan, Hua Zhao, and Zixuan Shao

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Bridge Engineering
Volume 20, Issue 7
First page of PDF

Get full access to this article

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

References

Comité Euro-International du Béton/Fédération International de la Précontrainte (CEB-FIP). (1990). “Model code for concrete structures.” Bulletin No. 213-214, Lausanne, Switzerland.
Fédération Internationale du Béton. (2010). “Model Code 2010. First complete draft, Vol. 1.” Bulletin No. 55-56, Lausanne, Switzerland.
Mola, F., and Pellegrini, L. M. (2012). “The new model for creep of concrete in FIP Model Code 2010.” Proc., 37th Conf. on Our World in Concrete and Structures, Singapore Concrete Institute, Singapore, 53–65.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 20Issue 7July 2015

History

Received: Sep 18, 2014
Accepted: Sep 24, 2014
Published online: Oct 13, 2014
Published in print: Jul 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Xudong Shao, Ph.D. [email protected]
Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, Hunan, China. E-mail: [email protected]
Rensheng Pan [email protected]
Ph.D. Candidate, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, Hunan, China. E-mail: [email protected]
Hua Zhao, Ph.D. [email protected]
Assistant Professor, Dept. of Bridge Engineering, School of Civil Engineering, Hunan Univ., Changsha 410082, Hunan, China (corresponding author). E-mail: [email protected]
Zixuan Shao [email protected]
Postgraduate Student, Welsh School of Architecture, Cardiff Univ., Cardiff CF24 4DS, U.K. 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