Proposed Backing Bar Detail in Welded Beam-to-Column Connections for Seismic Applications-Reference-Cited by-同舟云学术

Proposed Backing Bar Detail in Welded Beam-to-Column Connections for Seismic Applications

Published:2022-08 Issue:8 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Skiadopoulos Andronikos¹,Lignos Dimitrios G.²^ORCID

Affiliation:

1. Doctoral Assistant, Resilient Steel Structured Laboratory, School of Architecture, Civil and Environmental Engineering, École Polytechnique Fédérale de Lausanne, Station 18, Lausanne 1015, Switzerland.

2. Associate Professor, Resilient Steel Structured Laboratory, School of Architecture, Civil and Environmental Engineering, École Polytechnique Fédérale de Lausanne, Station 18, Lausanne 1015, Switzerland (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/%28ASCE%29ST.1943-541X.0003374

Reference60 articles.

1. ABAQUS. 2014. ABAQUS analysis user’s manual version 6.14-1. Providence, RI: Dassault Systems Simulia Corporation.

2. Bouchard S. and G. Axmann. 2000. “ASTM A913 grades 50 and 65: Steels for seismic applications.” In Proc. 3rd Int. Conf. on Behavior of Steel Structures in Seismic Areas (STESSA) 11–17. Boca Raton Florida: CRC Press.

3. Brocks, W., and I. Scheider. 2001. Numerical aspects of the path-dependence of the J-integral in incremental plasticity: How to calculate reliable J-values in FE analysis. Geesthacht, Germany: GKSS-Forschungszentrum.

4. Fracture Toughness Demands in Welded Beam-Column Moment Connections

5. Consistency in Solving the Inverse Problem of the Voce-Chaboche Constitutive Model for Plastic Straining

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