Numerical study of precast segment columns with shear keys under vehicle collision-Reference-Cited by-同舟云学术

Numerical study of precast segment columns with shear keys under vehicle collision

Published:2023-10-16 Issue: Volume: Page:1-14
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wu Min¹²,Zeng Youyi¹,Jin Liu²,Du Xiuli²

Affiliation:

1. Key Laboratory of Safety Control of Bridge Engineering Ministry of Education, Changsha University of Science and Technology, Changsha City, China

2. Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing City, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2266745

Reference41 articles.

1. AASHTO, n.d. Guide specifications for design and construction of segmental concrete bridges, 2nd ed. with 2003 Interim Revis. Washington, DC: American Association of State Highway and Transportation Officials.

2. Performance of hollow-core FRP–concrete–steel bridge columns subjected to vehicle collision

3. Connections in Precast Concrete Construction

4. Shear Behavior of Joints in Precast Concrete Segmental Bridges

5. Interface shear transfer of precast concrete dry joints in segmental columns

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