Long-term lateral-torsional buckling behavior of pin-ended CFST arches under uniform radial loads and temperature field-Reference-Cited by-同舟云学术

Long-term lateral-torsional buckling behavior of pin-ended CFST arches under uniform radial loads and temperature field

Published:2020-03-24 Issue:23 Volume:28 Page:2472-2486
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Huang Yonghui¹,Yang Zhicheng²^ORCID,Fu Jiyang¹,Liu Airong¹

Affiliation:

1. Guangzhou University-Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou University, Guangzhou, China

2. College of Urban and Rural Construction, Zhongkai University of Agriculture and Engineering, Guangzhou, China

Funder

National Natural Science Foundation of China

Pearl River S&T Nova Program of Guangzhou

Technology Planning Project of Guangzhou City

Guangzhou City: “100 Talents Plan” of Entrepreneurial and Innovative Leading Talents

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2020.1743397

Reference44 articles.

1. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members

2. Time-Dependent Analysis of Long-Span, Concrete-Filled Steel Tubular Arch Bridges

3. Study on equivalent confinement coefficient of composite CFST column based on unified theory

4. Elastic out-of-plane buckling load of circular steel tubular truss arches incorporating shearing effects

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