Structural performance of hammerhead pier under eccentric loads: strut-and-tie modeling, finite element method, and full-scale experimental study-Reference-Cited by-同舟云学术

Structural performance of hammerhead pier under eccentric loads: strut-and-tie modeling, finite element method, and full-scale experimental study

Published:2022-09-14 Issue: Volume: Page:1-17
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wang Xu¹^ORCID,Liu Zhao¹²^ORCID,Wang Erqiang¹^ORCID,Alsomiri Mujahed¹^ORCID

Affiliation:

1. School of Civil Engineering, Southeast University, Nanjing, PR China ;

2. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, PR China

Funder

the National Key R&D Program of 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/10.1080/15732479.2022.2123526

Reference37 articles.

1. Specialized strut-and-tie method for rapid strength prediction of bridge pier caps

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