Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam’s elastic local buckling strength

Author:

Fujak Szymon M.,Kimura Yoshihiro,Suzuki Atsushi

Publisher

Elsevier BV

Subject

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

Reference51 articles.

1. Cyclic Behavior of Component Model of Composite Beam Subjected to Fully Reversed Cyclic Loading;Suzuki;J Struct Eng Am Soc Civil Eng,2019

2. Restraint Performance of Stud Connection during Lateral-torsional Buckling under Synchronized In-plane Displacement and Out-of-plane Rotation;Suzuki;J Struct Eng Am Soc Civil Eng,2020

3. Cyclic Behavior of Perfobond Shear Connectors Subjected to Fully Reversed Cyclic Loading;Suzuki;J Struct Eng Am Soc Civil Eng,2021

4. Effect on Lateral-Rotational Restraint and Strength of Continuously Braces on Lateral Buckling Load for H-shaped Beams;Kimura;J Struct Constr Eng (Trans AIJ) Architect Inst Japan,2013

5. Kimura, Y., Miya, M., Liao, W. (2018). “Effect of Restraint for Continuous Braces on Lateral Buckling Load for H-shaped Beams with Warping Restraint of Beams to Column Joint”, Journal of Structural and Construction Engineering (Transactions of AIJ), Architectural Institute of Japan, 2013, vol. 83, no. 751, pp. 1353-1363. (in Japanese) 10.3130/aijs.83.1353.

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