Shear-Enhanced Gradient Inelastic Force-Based Frame Element Formulation for Analysis of Shear-Critical Reinforced Concrete Members-Reference-Cited by-同舟云学术

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Shear-Enhanced Gradient Inelastic Force-Based Frame Element Formulation for Analysis of Shear-Critical Reinforced Concrete Members

Published:2024-11 Issue:11 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aghajani Delavar M.¹^ORCID,Salehi M.²^ORCID,Sideris P.³^ORCID

Affiliation:

1. Forensic Engineer, Walker Consultants, 707 Wilshire Blvd., Los Angeles, CA 90017; formerly, Graduate Student Researcher, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843. ORCID: .

2. Project Consultant, Simpson Gumpertz & Heger, 100 Galleria Pkwy SE, Atlanta, GA 30339. ORCID: .

3. Associate Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13165

Reference93 articles.

1. Prediction of local seismic damage in jacket-type offshore platforms;Aghajani Delavar M.;AUT J. Civ. Eng.,2018

2. Seismic Response Control of Offshore Platforms Equipped with Optimum Localization of SMA

3. Adaptive force-based frame element for regularized softening response

4. Multiaxial-coupled analysis of RC cross-sections subjected to combined forces

5. Bentz, E. C. 2000. Sectional analysis of reinforced concrete members. Toronto: Univ. of Toronto.

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