Comparing responses of special and intermediate moment frames under repeated earthquakes-Reference-Cited by-同舟云学术

Comparing responses of special and intermediate moment frames under repeated earthquakes

Published:2021-01-04 Issue: Volume: Page:1-18
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:

Shakeri Kazem¹,Akrami Vahid²,Shokrgozar Hamed Rahman³,Arden Amin⁴

Affiliation:

1. Associate Professor, Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran

2. Assistant Professor, Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran (corresponding author: )

3. Assistant Professor, Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran

4. Researcher, Faculty of Engineering, University of Mohaghegh Ardabili, Ardabil, Iran

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00051

Reference39 articles.

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

2. AISC (2010b) ANSI/AISC 360-10: Specification for structural steel buildings. AISC, Chicago, IL, USA.

3. AISC (2016) ANSI/AISC 341-16: Seismic provisions for structural steel buildings. AISC, Chicago, IL, USA.

4. The effects of repeated earthquake ground motions on the non-linear response of SDOF systems

5. ASCE (American Society of Civil Engineers) (2010) SEI 7: Minimum design loads for buildings and other structures. ASCE, Reston, VA, USA.

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