Investigating the Behavior and Reliability of Eccentrically Loaded Steel Connections Made with Bolts and Welds in Combination-Reference-Cited by-同舟云学术

Investigating the Behavior and Reliability of Eccentrically Loaded Steel Connections Made with Bolts and Welds in Combination

Published:2023-12 Issue:12 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tamimi Mohammad F.¹^ORCID,Soliman Mohamed²^ORCID,Stringer Ethan³,Russell Bruce W.⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Yarmouk Univ., Irbid 21163, Jordan; formerly, Graduate Research Assistant, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078. ORCID:

2. Associate Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078 (corresponding author). ORCID: .

3. Formerly, Graduate Research Assistant, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078.

4. Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078.

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-11905

Reference37 articles.

1. Structural Reliability Assessment of Steel Four-Bolt Unstiffened Extended End-Plate Connections Using Monte Carlo Simulation and Artificial Neural Networks

2. AISC. 2006. Manual of steel construction. 13th ed. Chicago: AISC.

3. AISC. 2017. Manual of steel construction. 15th ed. Chicago: AISC.

4. ASCE/SEI (ASCE/Structural Engineering Institute). 2016. Minimum design loads for buildings and other structures, 7–16. Reston, VA: ASCE/SEI.

5. Eccentrically Loaded Welded Connections

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