Seismic shear and flexural performance of new RCS joints with W-FDP, W-FBP, and small hoops
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference33 articles.
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2. Beam-column moment connections for composite frames: part 2;Deierlein;J Struct Eng ASCE,1989
3. ASCE Task Committee on Design Criteria for Composite Structures in Steel and Concrete. Guidelines for design of joints between steel beams and reinforced concrete columns. J Struct Eng ASCE 1994; 120(8):2330-57.
4. Seismic behavior of composite RCS frame systems;Bugeja;J Struct Eng ASCE,2000
5. Towards deformation-based capacity design of RCS beam–column connections;Parra-Montesinos;Eng Struct,2003
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1. Effects of concrete strength and joint stirrup ratio on seismic behavior of precast RCS joint with simple detail;Engineering Structures;2024-10
2. Shear mechanism of RCS joints with whole column-section diaphragm;Engineering Structures;2024-09
3. Effect of beam-column depth ratio on seismic behavior of precast RC column-steel beam joint;Journal of Building Engineering;2024-08
4. Seismic behavior of eccentric new RCS joints with through columns;Engineering Structures;2024-02
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