Shear Strength of Dry Joints in Precast UHPC Segmental Bridges: Experimental and Theoretical Research-Reference-Cited by-同舟云学术

Shear Strength of Dry Joints in Precast UHPC Segmental Bridges: Experimental and Theoretical Research

Published:2019-01 Issue:1 Volume:24 Page:04018100
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Tongxu¹^ORCID,Wang Zhen²,Guo Jian³,Wang Jingquan⁴

Affiliation:

1. Master Candidate, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 210096, China. ORCID: .

2. Ph.D. Candidate, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 210096, China.

3. Deputy Director, Senior Engineer, Nanjing Public Project Construction Center, Nanjing 210096, China.

4. Professor, Key Laboratory of Concrete and Prestressed Concrete Structure of China Ministry of Education, Southeast Univ., Nanjing 210096, 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.1943-5592.0001323

Reference36 articles.

1. Influencia del número de llaves en la resistencia a cortante de juntas secas postensadas

2. Beattie S. M. 1989. “Behavioral improvements in segmental concrete bridge joints through the use of steel fibers.” Doctoral dissertation Massachusetts Institute of Technology.

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