Warping-Inclusive Kinematic Coupling in Mixed-Dimension Macro Models for Steel Wide Flange Beam Columns

Author:

Hartloper Alexander R.1ORCID,de Castro e Sousa Albano2,Lignos Dimitrios G.3ORCID

Affiliation:

1. Doctoral Assistant, School of Architecture, Civil and Environmental Engineering, Civil Engineering Institute, Resilient Steel Structures Laboratory, GC B3 514, Station 18, 1015 Lausanne, Switzerland. ORCID: .

2. Postdoctoral Researcher, School of Architecture, Civil and Environmental Engineering, Civil Engineering Institute, Resilient Steel Structures Laboratory, GC B3 465, Station 18, 1015 Lausanne, Switzerland.

3. Associate Professor, School of Architecture, Civil and Environmental Engineering, Civil Engineering Institute, Resilient Steel Structures Laboratory, GC B3 485, Station 18, 1015 Lausanne, 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

Reference63 articles.

1. Evaluation of the rotation capacity limits of steel members defined in EC8-3

2. Consistent coupling of beam and shell models for thermo-elastic analysis

3. Chen, W.-F., and T. Atsuta. 2008. Theory of beam-columns volume 2: Space behavior and design. Fort Lauderdale, FL: J. Ross Publishing.

4. Experimental Evaluation and Numerical Modeling of Wide-Flange Steel Columns Subjected to Constant and Variable Axial Load Coupled with Lateral Drift Demands

5. Dassault Systèmes. 2014. Abaqus standard and Abaqus documentation for version 6.14. Providence, RI: Dassault Systèmes Simulia.

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