Analysis of a more ductile connection between steel beams and concrete-filled tube columns-Reference-Cited by-同舟云学术

Analysis of a more ductile connection between steel beams and concrete-filled tube columns

Published:2021-01-11 Issue: Volume: Page:1-17
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

Zhang Wang¹^ORCID,Xiong Qingqing²,Chen Zhihua³,Li Ran⁴

Affiliation:

1. Lecturer, School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei Province, China; Key Laboratory of Roads and Railway Engineering Safety Control (Shijiazhuang Tiedao University), Ministry of Education, Hebei Province, China

2. Lecturer, School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei Province, China (corresponding author: )

3. Professor, School of Civil Engineering, Tianjin University, Tianjin, China

4. Lecturer, School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei Province, China

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00128

Reference33 articles.

1. Experimental and numerical study on lateral impact response of concrete filled steel tube columns with end plate connections

2. On fracture locus in the equivalent strain and stress triaxiality space