Seismic behavior of concentric and eccentric New-RCS through-beam joints
Author:
Publisher
Elsevier BV
Subject
Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference37 articles.
1. Overview of U.S.–Japan research on the seismic design of composite reinforced concrete and steel moment frame structures;Deierlein Gregory;J Struct Eng ASCE,2004
2. Beam‐column moment connections for composite frames: Part 1;Sheikh;J Struct Eng ASCE,1989
3. Beam‐column moment connections for composite frames: Part 2;Deierlein;J Struct Eng ASCE,1989
4. 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
5. Design of composite RCS special moment frames;Kathuria,2015
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. Effect of beam-column depth ratio on seismic behavior of precast RC column-steel beam joint;Journal of Building Engineering;2024-08
2. Shear strength prediction of interior RC column and steel beam composite joints using the modified softened strut-and-tie model;Journal of Building Engineering;2024-07
3. Comparative Performance Assessment of RCS Connections Across Different Generations of ASCE Guidelines;Numerical Methods in Civil Engineering;2024-06-01
4. Seismic behavior of eccentric new RCS joints with through columns;Engineering Structures;2024-02
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