Seismic Behavior of RC Beam Column Joints with 600 MPa High Strength Steel Bars

Seismic Behavior of RC Beam Column Joints with 600 MPa High Strength Steel Bars

This paper presents an experimental investigation of the seismic performance of interior beam–column joints with beams reinforced with Grade 600MPa longitudinal steel bars. Six full-scale reinforcement concrete (RC) interior joints are designed with different axial compression ratios and longitudina...

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Bibliographic Details
Main Authors: Jian Feng, Shuo Wang, Marco Meloni, Qian Zhang, Jingwen Yang, Jianguo Cai
Format: Article
Language:English
Published: MDPI AG 2020-07-01
Series:Applied Sciences
Subjects:
interior beam–column joints
600 MPa high strength steel bars
seismic behavior
cyclic testing
Online Access:https://www.mdpi.com/2076-3417/10/13/4684

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https://www.mdpi.com/2076-3417/10/13/4684

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