journal article·2014-05

Cyclic Testing of Exterior Beam-Column Joints with Varying Joint Aspect Ratio

Sung-Chul Chun, Yeong-Soo Shin

ACI Structural Journal· Volume 111· Issue 3
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OpenAlex topics: Structural Load-Bearing Analysis · Structural Behavior of Reinforced Concrete · Structural Health Monitoring Techniques

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References (22)

Show source-provided references
1. Effects of Beam-Column Depth Ratio on Joint Seismic Behavior
2. Analytical Model for Predicting Shear Strength of Exterior Reinforced Concrete Beam-Column Joints for Seismic Resistance
3. Strength Prediction for Discontinuity Regions by Softened Strut-and-Tie Model10.1061/(ASCE)0733-9445(2002)128:12(1519) ↗
4. Cyclic Load Behavior of Reinforced Concrete Beam-Column Subassemblages of Modern Structures
5. Analytical Model for Predicting Shear Strength of Unreinforced Exterior Beam-Column Joints
6. RC Beam-Column Joints under Large Load Reversals10.1061/JSDEAG.0004787 ↗
7. Uzummeri, S. M., “Strength and Ductility of Cast-in-Place Beam-Column Joints,”Reinforced Concrete Structures in Seismic Zones, SP-53, American Concrete Institute, Farmington Hills, MI, 1977, pp. 293-350.
8. Exterior Reinforced Concrete Beam-to-Column Connections Subjected to Earthquake-Type Loading
9. Comparison of Inelastic Behavior of Reinforced Ordinary- and High-Strength Concrete Frames
10. Design Recommendations for Type 2 High-Strength Reinforced Concrete Connections
11. Fujii, S., and Morita, S., “Comparison between Interior and Exterior RC Beam-Column Joint Behavior,”Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, MI, 1991, 145-166.
12. Kaku, T., and Asakusa, H., “Ductility Estimation of Exterior Beam-Column Subassemblages in Reinforced-Concrete Frames,”Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, American Concrete Institute, Farmington Hills, MI, 1991, pp. 167-185.
13. Role of Hoops on Shear Strength of Reinforced Concrete Beam-Column Joints
14. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary ” American Concrete Institute, Farmington Hills, MI, 2011, 503 pp.
15. Joint ACI-ASCE Committee 352, “Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures (ACI 352R-02),” American Concrete Institute, Farmington Hills, MI, 2002, 37 pp.
16. Eurocode 8, “Design of Structures for Earthquake Resistance Part 1: General Rules, Seismic Actions and Rules for Buildings,” British Standards Institution, London, UK, 2004, 229 pp.
17. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2008, 473 pp.
18. Fardis, M.; Carvalho, E.; Elnashai, A.; Faccioli, E.; and Pinto, P.,Eurocode 8: Design of Structures for Earthquake Resistance. Designers' Guide to EN 1998-1 and EN 1998-5, H. Gulvanessian, ed., Thomas Telford, London, UK, 2005, 279 pp.
19. ASTM A970/A970M-09, “Standard Specification for Headed Steel Bars for Concrete Reinforcement,” ASTM International, West Conshohocken, PA, 2009, 7 pp.
20. Shear Strength of R/C Beam-Column Connections10.1061/JSDEAG.0005819 ↗
21. ACI Committee 374, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary (ACI 374.1-05),” American Concrete Institute, Farmington Hills, MI, 2005, 9 pp.
22. Strut-and-Tie Model for Development of Headed Bars in Exterior Beam-Column Joint