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Rotational capacity of castellated steel beams

  • Published:2012-01-17 Issue:12 Volume:22 Page:941-953
  • ISSN:1541-7794
  • Container-title:The Structural Design of Tall and Special Buildings
  • language:en
  • Short-container-title:Struct. Design Tall Spec. Build.

Author:

Daryan Amir Saedi1,Sadri Mohammadreza2,Saberi Hamid3,Saberi Vahid3,Moghadas Ahmad Baleh4,Karimlu Mohammadjavad5

Affiliation:

1. North Branch; Islamic Azad University; Tehran; Iran

2. Department of Civil Engineering; University of Tehran; Tehran; Iran

3. Department of Civil Engineering; University of Semnan; Semnan; Iran

4. Department of Civil Engineering, Central Tehran Branch; Islamic Azad University; Tehran; Iran

5. Islamic Azad University; Zahedan Branch, Young Research Club; Zahedan; Iran

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference10 articles.

1. ANSYS User's manual, version 5.4. 201 1989

2. On the inelastic failure of high strength steel I-shaped beams;Earls;Journal of Constructional Steel Research,1999

3. Geometric factors influencing structural ductility in compact I-shaped beams;Earls;Journal of Structural Engineering, ASCE,2000

4. Constant moment behavior of high-performance steel I-shaped beams;Earls;Journal of Constructional Steel Research,2001
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