Seismic Behaviors and Resilience of Concrete-encased Concrete-Filled Steel Tubular Columns with Debonded High-Strength Rebars: Experiment and Assessment-Reference-Cited by-同舟云学术

Seismic Behaviors and Resilience of Concrete-encased Concrete-Filled Steel Tubular Columns with Debonded High-Strength Rebars: Experiment and Assessment

Published:2022-03-07 Issue:15 Volume:26 Page:8142-8168
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Wang J.H.¹^ORCID,Sun Y.P.²

Affiliation:

1. Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, Guangdong Province, China

2. Department of Architecture, Graduate School of Engineering, Kobe University, Kobe, Japan

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.1989345

Reference53 articles.

1. Flexural performance of concrete-encased concrete-filled steel tubes

2. Circular and Square Concrete Columns Externally Confined by CFRP Composite: Experimental Investigation and Effective Strength Models