Buckling capacities of Double-T-Box Girders – A numerical approach-Reference-Cited by-同舟云学术

Buckling capacities of Double-T-Box Girders – A numerical approach

Published:2021-12 Issue: Volume:34 Page:4574-4595
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Deepak M.S.,Beulah Gnana Ananthi G.

Funder

Anna University

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference35 articles.

1. Ultimate capacity of structural steel cross-sections under compression, bending and combined loading;Liew;Structures,2015

2. Design of composite cold-formed steel flooring systems;Kyvelou;Structures,2017

3. Formulae for calculating elastic local buckling stresses of full structural cross-sections;Gardner;Structures,2019

4. A study on cold-formed steel compound angle section subjected to axial compression;Ananthi;KSCE J Civ Eng,2018

5. Experimental and numerical investigations on axial strength of back-to-back built-up cold-formed steel angle columns. Steel Compos. Struct., An;Ananthi;International Journal,2019

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1. Numerical method for the primary torsional capacity of arbitrary steel cross sections considering nonlinear plastic behaviour;Results in Engineering;2024-06

2. Systematic literature review of cold-formed steel at elevated temperature scenario;Heliyon;2023-08

3. Assessment of Eurocode shear design provisions for cold-formed steel sections;Structures;2023-01

4. Numerical Investigation on Built-Up Cold-Formed Steel Double Decker-I-Beams;Lecture Notes in Civil Engineering;2022-09-28