Flexural performance of circular concrete‐filled double steel tubular members: Testing, modeling, and strength predictions-Reference-Cited by-同舟云学术

Flexural performance of circular concrete‐filled double steel tubular members: Testing, modeling, and strength predictions

Author:

Ci Junchang¹^ORCID,Ahmed Mizan²³^ORCID,Zhou Daxing⁴,Hou Liqun⁴,Chen Shicai¹^ORCID

Affiliation:

1. Department of Architecture and Civil Engineering Beijing University of Technology Beijing People's Republic of China

2. School of Civil and Mechanical Engineering Curtin University Perth Western Australia Australia

3. School of Civil, Mining and Environmental Engineering University of Wollongong Wollongong New South Wales Australia

4. China Railway Construction Group Co. Ltd. Beijing People's Republic of China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference50 articles.

5. Experimental and numerical investigations of square concrete‐filled double steel tubular stub columns;Ci J;Adv Struct Eng,2021

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