Monitoring and Simulation of Long-Term Performance of Precast Concrete Segmental Box Girders with Dry Joints-Reference-Cited by-同舟云学术

Monitoring and Simulation of Long-Term Performance of Precast Concrete Segmental Box Girders with Dry Joints

Published:2019-06 Issue:6 Volume:24 Page:04019043
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chai Shun¹,Guo Tong²,Chen Zheheng¹,Yang Jun¹

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 210096, People’s Republic of China.

2. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, People’s Republic of China (corresponding author).

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.1943-5592.0001409

Reference23 articles.

1. Shear behavior of unbonded post-tensioned segmental beams with dry joints;Aparicio A. C.;Struct. J.,2006

2. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms

3. Shear Behavior of Joints in Precast Concrete Segmental Bridges

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