Experimental Verification of Eccentrically Loaded Steel Joist Analysis with Nonsymmetric Sections-Reference-Cited by-同舟云学术

Experimental Verification of Eccentrically Loaded Steel Joist Analysis with Nonsymmetric Sections

Published:2023-05 Issue:5 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sippel Edward J.¹,Ziemian Ronald D.²^ORCID,Blum Hannah B.³^ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706.

2. Professor, Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837. ORCID: .

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin–Madison, Madison, WI 53706 (corresponding author). ORCID: .

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-11670

Reference10 articles.

1. Committee on Specifications for the Design of Cold-Formed Steel Structural Members. 2021. “Tutorials for MASTAN2 and related validation.” Accessed March 28 2021. https://scholarsmine.mst.edu/ccfss-aisi-spec/227.

2. Fisher, J. M., and P. S. Green. 2007. Steel joist institute technical digest 12: Evaluation and modification of open-web steel joists and joist girders. Myrtle Beach, SC: Steel Joist Institute.

3. Improved line-element formulations for the stability analysis of arbitrarily-shaped open-section beam-columns

4. Bifurcation and large-deflection analyses of thin-walled beam-columns with non-symmetric open-sections

5. MATLAB. 2019. MATLAB (R2019a). Natick, MA: The MathWorks, Inc.