Assessment of plastic hinge length in reinforced concrete columns-Reference-Cited by-同舟云学术

Assessment of plastic hinge length in reinforced concrete columns

Published:2023-10-02 Issue: Volume: Page:1-16
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Pham Phu-Anh-Huy¹²^ORCID,Hung Chung-Chan³^ORCID

Affiliation:

1. Institute of Research and Development, Duy Tan University, Da Nang, 550000, Vietnam

2. Faculty of Civil Engineering, Duy Tan University, Da Nang, 550000, Vietnam

3. Department of Civil Engineering, National Cheng Kung University, 1 University Rd., Tainan City, Taiwan 701

Funder

Ministry of Science and Technology, Taiwan

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2263432

Reference41 articles.

1. ACI Committee 318. (2008). Building code requirements for structural concrete (ACI 318-08). In American concrete institute. Farmington Hills, MI: ACI.

2. Seismic behaviour of full-scale lightly reinforced concrete columns under high axial loads

3. Atalay M. B. & Penzien J. (1975). The seismic behavior of critical regions of reinforced concrete components as influenced by moment shear and axial force .

4. Plastic hinge length of reinforced concrete columns;Bae S.;ACI Structural Journal,,2008

5. Lumped-Plasticity Models for Performance Simulation of Bridge Columns

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