Development of a New Cyclic Loading Protocol for Seismic Performance Assessment of Steel Moment Connections-Reference-Cited by-同舟云学术

Development of a New Cyclic Loading Protocol for Seismic Performance Assessment of Steel Moment Connections

Published:2021-11-12 Issue: Volume: Page:1-27
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Ghassemieh Mehdi¹,Sokhtesaraei Mohammad Hassani¹^ORCID,Akbarpour Hamed²^ORCID

Affiliation:

1. School of Civil Engineering, University of Tehran, Tehran, Iran

2. Department of Civil and Environmental Engineering, The Pennsylvania State University, University Park, Pennsylvania, USA

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2021.1991514

Reference38 articles.

1. Abaqus Incorporation. 2014. Abaqus documentation, Version 6.14.

2. Crustal velocity structure in the southern edge of the Central Alborz (Iran)

3. American Institute of Steel Construction (AISC). 2000. Seismic provisions for structural steel buildings. AISC/ANSI 341, Chicago, IL.

4. American Institute of Steel Construction (AISC). 2016a. Prequalified connections for special and intermediate steel moment frames for seismic applications. ANSI/AISC 358-16. Chicago, IL.

5. American Institute of Steel Construction (AISC). 2016b. Seismic provisions for structural steel buildings. AISC/ANSI 341-16, Chicago, IL.

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