Performance Assessment of Bolted Extended End-Plate Moment Connections Constructed from Grade St-37 Steel Subjected to Fatigue-Reference-Cited by-同舟云学术

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Performance Assessment of Bolted Extended End-Plate Moment Connections Constructed from Grade St-37 Steel Subjected to Fatigue

Published:2020-05 Issue:5 Volume:32 Page:04020092
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ghaderi Mohsen¹,Gerami Mohsen²^ORCID,Vahdani Reza³

Affiliation:

1. Ph.D. Student, Civil-Earthquake Engineering, Semnan Univ., Semnan 19111-35131, Iran.

2. Associate Professor, Civil-Earthquake Engineering, Semnan Univ., Semnan 19111-35131, Iran (corresponding author). ORCID: .

3. Assistant Professor, Civil-Earthquake Engineering, Semnan Univ., Semnan 19111-35131, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0003066

Reference41 articles.

1. Amiri A. and J. C. Anderson. 2012. “Effect of low cycle fatigue on steel moment frame with RBS.” In Proc. 7th Int. Conf. on Behaviour of Steel Structures in Seismic Areas. edited by F. M. Mazoolani and R. A. Herrera. Santiago Chile: CRC Press.

2. Fracture Mechanics

3. Development of Fracture Toughness Requirements for Weld Metals in Seismic Applications

4. Experimental investigation of the behavior and the low cycle fatigue life of a welded structure

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