Deformation Capacity of Columns with 700 MPa Longitudinal Reinforcement and Hoops

Author:

Kim Hyeon-Jin1ORCID,Park Mok-in2,Park Hong-Gun3ORCID,Park Eun-Sang4ORCID

Affiliation:

1. Postdoctoral Fellow, Institute of Construction and Environmental Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 08826, Korea. ORCID: .

2. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 08826, Korea.

3. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 08826, Korea (corresponding author). ORCID: .

4. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Seoul 08826, Korea. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference30 articles.

1. Ultimate shear strength of spirally-confined concrete columns;Arakawa T.;Trans. Jpn. Concr. Inst.,1987

2. Azadi Kakavand, M., H. Sezen, and E. Taciroglu. 2019a. Circular column database. West Lafayette, IN: DesignSafe-CI. https://doi.org/10.17603/ds2-52bz-0n63.

3. Azadi Kakavand, M., H. Sezen, and E. Taciroglu. 2019b. Rectangular column database. West Lafayette, IN: DesignSafe-CI. https://doi.org/10.17603/ds2-52bz-0n63.

4. Seismic Performance of High-Strength Steel RC Bridge Columns

5. Seismic Performance of Circular Concrete Columns Reinforced with High-Strength Steel

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