Additional Shear Stresses in Webs of Segmental Concrete Bridges due to Anchorage of Cantilever Tendons-Reference-Cited by-同舟云学术

Additional Shear Stresses in Webs of Segmental Concrete Bridges due to Anchorage of Cantilever Tendons

Published:2021-07 Issue:7 Volume:26 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

He Zhi-Qi¹^ORCID,Tang Minghao²,Xu Tian²,Liu Zhao³^ORCID,Ma Zhongguo John⁴^ORCID

Affiliation:

1. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

2. Research Assistant, School of Civil Engineering, Southeast Univ., Nanjing 211189, China.

3. Professor, School of Civil Engineering, Southeast Univ., Nanjing 211189, China. ORCID: .

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001750

Reference29 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. ASBI (American Segmental Bridge Institute). 2019. Construction practices handbook for concrete segmental and cable-supported bridges. 3rd ed. Buda, TX: ASBI.

3. Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned

4. Breen J. E. O. Burdet C. Roberts D. Sanders and G. Wollmann. 1994. Anchorage zone reinforcement for post-tensioned concrete girders. NCHRP Rep. 356. Washington DC: Transportation Research Board.

5. Caltrans. 2012. Memo to designers 11-25: Anchorage zone design. Sacramento, CA: Caltrans.

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