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Behavior of Connections in Cold-Formed Steel Frames under Cycling Loading

  • Published:2021-05 Issue:2 Volume:26 Page:04021004
  • ISSN:1084-0680
  • Container-title:Practice Periodical on Structural Design and Construction
  • language:en
  • Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Abaszadeh Alireza1,Rousta Ali Mohammad2,Golsoorat Pahlaviani Ali3,Beiranvand Peyman4

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Ilam Univ., Ilam 68149-99488, Iran.

2. Assistant Professor, Dept. of Civil Engineering, Yasouj Univ., Yasouj 68149-99488, Iran.

3. Assistant Professor, Central Tehran Branch, Islamic Azad Univ., Tehran 68149-99488, Iran.

4. Ph.D. Candidate, Dept. of Civil Engineering, Razi Univ., Kermanshah 68149-99488, Iran (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference10 articles.

1. An integrated thin-walled steel skeleton structure (two full scale tests)

2. Ductile moment-resisting frames using cold-formed steel sections: An analytical investigation

3. Development of cold-formed steel elements for earthquake resistant moment frame buildings

4. The behavior of cold formed steel structure connections;Bucmys Z.;Eng. Struct. Technol.,2013

5. Cyclic behavior of cold-formed steel frames with strap bracing;Hosseinzadeh Y.;Asian J. Civ. Eng.,2017

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