Shear Strength of Exterior Beam-Column Joints with Limited Ductility Details

Author:

Kim Chul-Goo1,Park Hong-Gun2,Eom Tae-Sung3ORCID

Affiliation:

1. Assistant Professor, Dept. of Architectural Engineering, Ulsan Univ., 93, Daehak-ro, Nam-Gu, Ulsan 44610, Republic of Korea.

2. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1, Gwanak-ro, Gwanak-Gu, Seoul 08826, Republic of Korea.

3. Associate Professor, Dept. of Architectural Engineering, Dankook Univ., 152, Jukjeon-ro, Suji-Gu, Yongin-Si, Gyeonggi-Do 16890, Republic of Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Modelling exterior unreinforced beam-column joints in seismic analysis of non-ductile RC frames

2. Experimental assessment of unreinforced exterior beam–column joints with deformed bars

3. Exterior reinforced concrete beam-to-column connections subjected to earthquake-type loading;Ehsani M. R.;ACI J.,1985

4. Hassan W. M. 2011. “Analytical and experimental assessment of seismic vulnerability of beam-column joints without transverse reinforcement in concrete buildings.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Univ. of California.

5. Shear Strength of Exterior and Corner Beam-Column Joints without Transverse Reinforcement

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