Characterising the effect of global and local geometric imperfections on the numerical performance of a brace member
Author:
Publisher
IOP Publishing
Subject
General Physics and Astronomy
Link
http://stacks.iop.org/1742-6596/628/i=1/a=012063/pdf
Reference18 articles.
1. Numerical Modeling of Stainless Steel Structural Components—A Consistent Approach
2. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses
3. Numerical simulation for steel brace members incorporating a fatigue model
4. Model for Cyclic Inelastic Buckling of Steel Braces
5. Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members
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1. Cyclic behavior of a novel bolted beam-to-box column connection with reduced beam section;Structures;2023-07
2. Cyclic performance and fracture of wide flanged concentrically steel braced frames;Australian Journal of Structural Engineering;2020-07-02
3. Representative strain-based fatigue and fracture evaluation of I-shaped steel bracing members using the fiber model;Journal of Constructional Steel Research;2019-09
4. Investigating the inelastic cyclic behaviour of large-size steel wide-flange section braces;Construction and Building Materials;2019-02
5. Advanced Finite Element Simulation of Ductile Structural Steel Incorporating a Crack Growth Model;Structures;2018-08
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