Seismic Performance of Highly Eccentric Reinforced Concrete Beam–Column Joints

Author:

Zheng Bo-Tong1ORCID,Gencturk Bora2ORCID,Aryan Hadi3,Pan Xiaoying4,Lopez Joshua5,Rivera Jorge6,Del Carpio Maikol7,Alkhrdaji Tarek8

Affiliation:

1. Research Assistant Professor, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, 3620 S Vermont Ave., Los Angeles, CA 90089. ORCID: .

2. Professor, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, 3620 S Vermont Ave., Los Angeles, CA 90089 (corresponding author). ORCID: .

3. Senior Research Associate, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, 3620 S Vermont Ave., Los Angeles, CA 90089.

4. Postdoctoral Research Associate, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, 3620 S Vermont Ave., Los Angeles, CA 90089.

5. Engineer, KPFF Consulting Engineers, 700 South Flower St., Los Angeles, CA 90017.

6. Project Manager, KPFF Consulting Engineers, 700 South Flower St., Los Angeles, CA 90017.

7. Associate, KPFF Consulting Engineers, 700 South Flower St., Los Angeles, CA 90017.

8. Senior Vice President, Structural Technologies, 10150 Old Columbia Rd., Columbia, MD 21046.

Publisher

American Society of Civil Engineers (ASCE)

Reference21 articles.

1. Experimental investigation on seismic behavior of eccentric reinforced concrete beam-column-slab connections;Canbolat B. B.;ACI Struct. J.,2008

2. Cetin K. O. J. D. Bray J. D. Frost A. Hortacsu E. Miranda R. E. S. M. Moss and J. P. Stewart. 2023. “Türkiye earthquakes: Report on geoscience and engineering impacts.” Joint Earthquake Engineering Research Institute (EERI) Geotechnical Extreme Event Reconnaissance Association (GEER) USA and Earthquake Engineering Association and Earthquake Engineering Foundation of Turkiye Report. Accessed September 15 2023. https://learningfromearthquakes.org/images/2023_02_06_nurdagi_turkey/GEER_2023_Turkey_Earthquake_FullReport_ReducedSize.pdf.

3. Cyclic behavior of reinforced concrete eccentric beam-column corner joints connecting spread-ended beams;Chen C.-C.;ACI Struct J.,1999

4. Assessing the impact of eccentricity, slabs, and transverse beams on the behavior of reinforced concrete beam-column joints

5. Goto Y. and O. Joh. 2004. “Shear resistance of RC interior eccentric beam-column joints.” In Proc. 13th World Conf. on Earthquake Engineering. Tokyo: International Association for Earthquake Engineering.

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