Seismic performance of circular hollow concrete columns
Author:
Affiliation:
1. Tianjin Key Laboratory of Civil Structure Protection and Reinforcement Tianjin Chengjian University Tianjin China
2. Key Laboratory of Coast Civil Structure Safety of Ministry of Education Tianjin University Tianjin China
Funder
National Natural Science Foundation of China
Tianjin Science and Technology Committee
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000482
Reference35 articles.
1. Composite action of hollow concrete‐filled circular steel tubular stub columns;Ding FX;Steel Compos Struct,2018
2. Performance assessment of hollow RC bridge column sections with reinforcement details for material quantity reduction
3. Compressive behavior of circular hollow and concrete‐filled steel tubular stub columns under atmospheric corrosion;Gao S;Steel Compos Struct,2019
4. Effect of Load Cycling, FRP Jackets, and Lap-Splicing of Longitudinal Bars on the Effective Stiffness and Ultimate Deformation of Flexure-Controlled RC Members
5. Seismic retrofitting of damaged RC columns with lap-spliced bars using FRP sheets
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