Seismic Performance of Circular Concrete Columns Reinforced with High-Strength Steel
Author:
Affiliation:
1. Structural Engineer, Kimley Horn and Associates, 4027 Cashew Dr., Raleigh, NC 27616 (corresponding author). ORCID: .
2. Professor, Dept. of Civil Engineering, North Carolina State Univ., 2501 Stinson Dr., Raleigh, NC 27607.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002452
Reference17 articles.
1. Seismic Performance of High-Strength Steel RC Bridge Columns
2. Critical bending strain of reinforcing steel and the buckled bar tension test;Barcley L. B.;ACI Mater. J.,2019
3. Practical Performance Model for Bar Buckling
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