Effect of Web Post Width on Strength Capacity of Steel Beams with Web Openings: Experimental and Analytical Investigation-Reference-Cited by-同舟云学术

Effect of Web Post Width on Strength Capacity of Steel Beams with Web Openings: Experimental and Analytical Investigation

Published:2022-05 Issue:2 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Morkhade Samadhan G.¹^ORCID,Gupta Laxmikant M.²,Martins Carlos Humberto³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Vidya Pratishthan’s Kamalnayan Bajaj Institute of Engineering and Technology Baramati, Savitribai Phule Pune Univ., Pune, Maharashtra 413 133, India (corresponding author). ORCID: .

2. Professor, Dept. of Applied Mechanics, Visvesvaraya National Institute of Technology, Nagpur, Maharashtra 440 010, India.

3. Professor, Dept. of Civil Engineering, State Univ. of Maringa, Maringa 87020010. Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000688

Reference35 articles.

1. Web buckling in castellated beams;Aglan A. A.;Proc. Inst. Civ. Eng.,1974

2. Moment-Gradient Factor for Perforated Cellular Steel Beams Under Lateral Torsional Buckling

3. Behaviour of hybrid steel beams with closely spaced web openings

4. Nonlinear analysis of cellular steel beams under combined buckling modes

5. Ultimate load carrying capacity of optimally designed steel cellular beams

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