Unified Approach for Estimating Axial-Load Capacity of Concrete-Filled Double-Skin Steel Tubular Columns of Multiple Shapes Using Nonlinear FE Models and Artificial Neural Networks-Reference-Cited by-同舟云学术

Unified Approach for Estimating Axial-Load Capacity of Concrete-Filled Double-Skin Steel Tubular Columns of Multiple Shapes Using Nonlinear FE Models and Artificial Neural Networks

Published:2023-05 Issue:2 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Rafiq Joo Mohammad¹^ORCID,Ahmad Sofi Fayaz²^ORCID

Affiliation:

1. Former Undergraduate Student, Dept. of Civil Engineering, National Institute of Technology Srinagar, Hazratbal, Jammu and Kashmir 190006, India. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Srinagar, Hazratbal, Srinagar, Jammu and Kashmir 190006, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000752

Reference76 articles.

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2. ANSYS Inc. 2019a. Mechanical APDL element reference. Canonsburg, PA: ANSYS Inc.

3. ANSYS Inc. 2019b. ANSYS parametric design language guide, release 2019. Canonsburg, PA: ANSYS Inc.

4. Nonlinear analysis of square concrete-filled double-skin steel tubular columns under axial compression

5. Crack Shear in Concrete: Crack Band Microflane Model

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