Cyclic behavior of reinforced concrete eccentric beam-column corner joints connecting spread-ended beams

ACI Structural Journal

Volumn 96, Issue 3, 1999, Pages 443-449

  Chen, Cheng Cheng ^a   Chen, Gwang Kai ^a  

^a NONE

Author keywords

Beams (supports); Cyclic loads; Earthquake resistant structures; Joints (junctions)

Indexed keywords

BEAMS AND GIRDERS; CYCLIC LOADS; JOINTS (STRUCTURAL COMPONENTS);

SPREAD-ENDED BEAMS;

REINFORCED CONCRETE;

EID: 0033134530     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (5)

1. Joh, Q.; Goto, Y.; and Shibata, T., "Behavior of Reinforced Concrete Beam-Column Joints with Eccentricity," Design of Beam-Column Joints for Seismic Resistance, SP-123, J. O. Jirsa, ed., American Concrete Institute, Farmington Hills, Mich., 1991, pp. 317-357.
2. Raffaelle, G. S., and Wight, J. K., "Reinforced Concrete Eccentric Beam-Column Connections Subjected to Earthquake-Type Loading," ACI Structural Journal, V. 92, No. 1, Jan.-Feb. 1995, pp. 45-55.
3. Chen, G. K., and Chen, C. C., "Cyclic Behavior of Eccentric Corner Reinforced Concrete Beam-Column Joints," Journal of the Chinese Institute of Civil and Hydraulic Engineering, V. 8, No. 4, 1996, pp. 579-588. (in Chinese)
4. ACI-ASCE Committee 352, "Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures," ACI JOURNAL, Proceedings V. 82, No. 3, May-June 1985, pp. 266-283.
5. ACI Committee 318, "Building Code Requirements for Reinforced Concrete (ACI 318-95) and Commentary (ACI 318R-95)," American Concrete Institute, Farmington Hills, Mich., 1995, 369 pp.