Multinode Gradient Inelastic Force-Based Beam-Column Element Formulation-Reference-Cited by-同舟云学术

Multinode Gradient Inelastic Force-Based Beam-Column Element Formulation

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Salehi Mohammad¹^ORCID,Sideris Petros²^ORCID,DesRoches Reginald³

Affiliation:

1. Project Consultant, Simpson Gumpertz & Heger, 600 Galleria Pkwy SE, Suite 1670, Atlanta, GA 30339 (corresponding author). ORCID: .

2. Associate Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843. ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Rice Univ., Houston, TX 77005.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12554

Reference69 articles.

1. A regularized force-based beam element with a damage–plastic section constitutive law

2. Aghajani M. M. Salehi and P. Sideris. 2020. “Gradient inelastic force-based element formulation for damage prediction in shear-critical RC members.” In Proc. 17th World Conf. on Earthquake Engineering. Tokyo: International Association for Earthquake Engineering.

3. Update on a class of gradient theories

4. Displacement, Flexibility, and Mixed Beam–Column Finite Element Formulations for Distributed Plasticity Analysis

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

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