Experimental study of the seismic behavior of obliquely loaded concrete columns reinforced with high‐strength steel bars
Author:
Affiliation:
1. Department of Civil Engineering Shandong JianZhu University Jinan China
2. Key Laboratory of Building Structural Retrofitting and Underground Space Engineering (Shandong Jianzhu University) Ministry of Education Jinan China
Funder
Natural Science Foundation of Shandong Province
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.202000025
Reference24 articles.
1. Ultimate strength of reinforced concrete biaxial flexural members under longitudinal compressive loads;Chen ZH;J Tongji Univ,1984
2. Deformation capacity of non-conforming r.c. columns under compressive axial load and biaxial bending
3. Experimental Behavior of Nonconforming RC Columns with Deformed Bars under Constant Axial Load and Fixed Biaxial Bending
4. A seismatic performance of rectangular frame column subjected to oblique reciprocating horizontal load;Dong CM;World Earthquake Eng,2012
5. Effect of ferrocement confinement on behavior of concrete
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