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 ARTICLEAuthors: Xudong Shao, Ph.D. [email protected], Rensheng Pan [email protected], Hua Zhao, Ph.D. [email protected], and Zixuan Shao [email protected]Author Affiliations
Publication: Journal of Bridge Engineering
Volume 20, Issue 7
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
Copyright
© 2014 American Society of Civil Engineers.
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
Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, Hunan, China. E-mail: [email protected]
Ph.D. Candidate, Dept. of Bridge Engineering, Hunan Univ., Changsha 410082, Hunan, China. E-mail: [email protected]
Assistant Professor, Dept. of Bridge Engineering, School of Civil Engineering, Hunan Univ., Changsha 410082, Hunan, China (corresponding author). E-mail: [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 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.