Distortional Buckling–Moment Resistance Capacity of Hybrid Double-I-Box Beams-Reference-Cited by-同舟云学术

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Distortional Buckling–Moment Resistance Capacity of Hybrid Double-I-Box Beams

Published:2018-09 Issue:9 Volume:144 Page:04018132
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Deepak M. S.¹,Shanthi V. M.²

Affiliation:

1. Ph.D. Scholar, Dept. of Civil Engineering, Government College of Technology, Coimbatore, Tamil Nadu 641 013, India (corresponding author).

2. Professor and Head, Dept. of Civil Engineering, Government College of Engineering, Srirangam, Trichy, Tamil Nadu 620 012, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002100

Reference11 articles.

1. Experimental investigation of built-up double-Z members in bending and compression

2. Experimental and numerical analysis on the structural behaviour of cold-formed steel beams

3. Laser welded built-up cold-formed steel beams: Experimental investigations

4. Distortional–global interaction buckling of stainless steel C-beams: Part II — Numerical study and design

5. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses

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