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Numeric modelling of innovative semi‐rigid connections under cyclic loading

  • Published:2020-05-06 Issue:1 Volume:14 Page:22-34
  • ISSN:1867-0520
  • Container-title:Steel Construction
  • language:en
  • Short-container-title:Steel Construction

Author:

Aydin Abdulkadir Cüneyt1,Ardalani Aysan1,Maali Mahyar2,Kiliç Mahmut1

Affiliation:

1. Ataturk University Engineering Faculty Department of Civil Engineering 25030 Erzurum Turkey

2. Erzurum Technical University Faculty of Engineering & Architecture Department of Civil Engineering 25050 Erzurum Turkey

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. A study on the ductility of bolted beam‐column connections;Babu S.;International Journal of Modern Engineering Research (IJMER),2012

2. Design and analysis of non-linear space frames with semi-rigid connections

3. Structural steel semirigid connections: theory, design and software;Faella C.;New Directions in Civil Engineering.,2000

4. Review on the modelling of joint behaviour in steel frames

5. Tests to determine the rigidity of riveted joints in steel structures;Wilson W. M.;Engineering Experiment Station,1917
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