Plastic Hinge Length for Flanged Reinforced Concrete Shear Walls with Asymmetric Sections-Reference-Cited by-同舟云学术

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Plastic Hinge Length for Flanged Reinforced Concrete Shear Walls with Asymmetric Sections

Published:2024-02-12 Issue:10 Volume:28 Page:2883-2908
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Cai Wen-Zhe¹²,Wang Bin²³,Shi Qing-Xuan²³,Wu Meng-Zhen²³

Affiliation:

1. School of Urban Planning and Municipal Engineering, Xi’an Polytechnic University, Xi’an, Shaanxi, Peoples R China

2. State Key Laboratory of Green Building in Western China, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, Peoples R China

3. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, Peoples R China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2314699

Reference36 articles.

1. ACI 318-08. 2008. Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary. Farmington Hills, MI: American Concrete Institute.

2. ASCE/SEI 41. 2007. Seismic Rehabilitation of Existing buildings. Reston, VA: American Society of Civil Engineers.

3. The Length of Plastic Hinge Area in the Flanged Reinforced Concrete Shear Walls Subjected to Earthquake Ground Motions;Bafti F. G.;Structural Engineering and Mechanics,2019

4. Machine learning based prediction model for plastic hinge length calculation of reinforced concrete structural walls

5. The plastic hinge length prediction of RC members by using ANN

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