Cyclic Experiments on Concrete-encased CFST wall-RC Coupling Beam Joints with Non-through-core Anchorages
Author:
Affiliation:
1. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, China
2. Architectural Design and Research Institute, South China University of Technology, Guangzhou, 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/10.1080/13632469.2020.1733141
Reference30 articles.
1. Exterior RC wide beam-column connections: Effect of beam width ratio on seismic behaviour
2. Structural Steel Boundary Elements for Ductile Concrete Walls
3. Theoretical and experimental study on composite steel–concrete shear walls with vertical steel encased profiles
4. Seismic performance of a non-through-core concrete between concrete-filled steel tubular columns and reinforced concrete beams
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