Behavior and Fatigue Performance of Details in an Orthotropic Steel Bridge with UHPC-Deck Plate Composite System under In-Service Traffic Flows-Reference-Cited by-同舟云学术

Behavior and Fatigue Performance of Details in an Orthotropic Steel Bridge with UHPC-Deck Plate Composite System under In-Service Traffic Flows

Author:

Zhu Zhiwen¹,Yuan Tao²,Xiang Ze³,Huang Yan³,Zhou Y. Edward⁴,Shao Xudong⁵

Affiliation:

1. Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China (corresponding author).

2. Ph.D. Student, Dept. of Structural Engineering, Hunan Univ., Changsha, Hunan 410082, China.

3. Ph.D. Student, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China.

4. National Practice Leader - Bridge Instrumentation and Evaluation, AECOM, 12420 Milestone Center Drive, Germantown, MD 20876.

5. Professor, Dept. of Bridge Engineering, Hunan Univ., Changsha, Hunan 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference15 articles.

3. Study on fatigue performance of light-weighted composite bridge deck;Ding N.;China Civ. Eng. J.,2015

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