Fatigue Behavior of Rib-to-Floor Beam Junctions with Separate Inner Stiffeners in Orthotropic Steel Bridge Decks-Reference-Cited by-同舟云学术

Fatigue Behavior of Rib-to-Floor Beam Junctions with Separate Inner Stiffeners in Orthotropic Steel Bridge Decks

Author:

Di Jin¹,Wang Jie²,Zhou Xuhong³,Peng Xi⁴,Qin Fengjiang⁵

Affiliation:

1. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

3. Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

4. Lecturer, College of Civil Engineering and Architecture, Ningbo Univ. of Technology, Ningbo 315211, China.

5. Associate Professor, School of Civil Engineering, Chongqing Univ., Chongqing 400045, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference16 articles.

1. AASHTO LRFD. 2017. Bridge design specifications. 8th ed. AASHTO LRFD.

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