Hysteresis Analysis on Origami Energy Dissipation Braces with Local Miura Units-Reference-Cited by-同舟云学术

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Hysteresis Analysis on Origami Energy Dissipation Braces with Local Miura Units

Published:2024-06-28 Issue: Volume: Page:
ISSN:0894-9166
Container-title:Acta Mechanica Solida Sinica
language:en
Short-container-title:Acta Mech. Solida Sin.

Author:

Zhou Ya^ORCID,Li Xu,Zhang Yuting,Feng Jian,Cai Jianguo

Funder

National Natural Science Foundation of China

Innovation Support Plan-International Cooperation Project

the Special Foundation for Central Guidance of Local Science and Technology of Shenzhen, China

China Scholarship Council

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10338-024-00503-6.pdf

Reference39 articles.

1. Jiao P, Chen Z, Ma H, Ge P, Gu Y, Miao H. Buckling behaviors of thin-walled cylindrical shells under localized axial compression loads, part 1: experimental study. Thin-Walled Struct. 2021;166:108118.

2. Zuo X, Zhang J, Tang W, Li Y, Li H. Buckling behavior of steel and steel-composite cylinders under external pressure. Thin-Walled Struct. 2022;181:110011.

3. Krishna GV, Narayanamurthy V, Viswanath C. Effectiveness of FRP strengthening on buckling characteristics of metallic cylindrical shells. Compos Struct. 2021;262:113653.

4. MacEachern D, Sadeghian P. Hybrid FRP strengthening of slender steel members for buckling control. J Compos Constr. 2020;24(5):04020039.

5. Karimian M, Narmashiri K, Shahraki M, Yousefi O. Structural behaviors of deficient steel CHS short columns strengthened using CFRP. J Constr Steel Res. 2017;138:555–64.

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