Experimental study on seismic behavior of RC column-steel beam joints with whole column-section diaphragm
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference23 articles.
1. Overview of U.S.-Japan research on the seismic design of composite reinforced concrete and steel moment frame structures;Deierlein;J Struct Eng,2004
2. Nonlinear finite-element analysis of the seismic behavior of RC column-steel beam connections with shear failure mode;Tao;J Struct Eng,2004
3. Moment connections between steel beams and concrete columns;Sheikh,1987
4. Strength, deformation, and seismic resistance of joints between steel beams and reinforced concrete columns;Kanno,1993
5. Beam-column moment connections for composite frames: Part 1;Sheikh;J Struct Eng,1989
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Effects of concrete strength and joint stirrup ratio on seismic behavior of precast RCS joint with simple detail;Engineering Structures;2024-10
2. Seismic performance of new detailing RCS connection with different axial compression ratio and FBP thickness;Structures;2024-10
3. Shear mechanism of RCS joints with whole column-section diaphragm;Engineering Structures;2024-09
4. Effect of beam-column depth ratio on seismic behavior of precast RC column-steel beam joint;Journal of Building Engineering;2024-08
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