Low-cycle fatigue analysis of a new type of reduced-beam-section connection-Reference-Cited by-同舟云学术

Low-cycle fatigue analysis of a new type of reduced-beam-section connection

Published:2021-03-18 Issue: Volume: Page:1-15
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

Nadi Amir¹,Saleh Aboozar²,Ayazi Amir³^ORCID

Affiliation:

1. Department of Civil Engineering, Khorramabad Branch, Islamic Azad University, Khorramabad, Iran

2. Department of Civil Engineering, Professor Hesabi Branch, Islamic Azad University, Tafresh, Iran

3. Department of Civil Engineering, Shahr-e-Qods Branch, Islamic Azad University, Tehran, Iran (corresponding author: )

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00199

Reference40 articles.

1. AISC (American Institute of Steel Construction) (2010) ANSI/AISC 341-10: Seismic provisions for structural steel buildings. AISC, Chicago, IL, USA.

2. Effect of stress gradient and quadrant averaging on fretting fatigue crack initiation angle and life

3. BSI (2004) BS EN 1998-1:2004: Eurocode 8. Design of structures for earthquake resistance. General rules, seismic actions and rules for buildings. BSI, London, UK.

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