Investigating the behaviour of steel end-plate connections with shape memory alloy bolts-Reference-Cited by-同舟云学术

Investigating the behaviour of steel end-plate connections with shape memory alloy bolts

Published:2021-01-04 Issue: Volume: Page:1-16
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:

Ghamari Ali¹^ORCID,Amini Seyed Majid²,De Crescenzo Carmen³^ORCID,Musmarra Dino³^ORCID

Affiliation:

1. Department of Civil Engineering, Darreh Shahr Branch, Islamic Azad University, Darreh Shahr, Iran (corresponding author: )

2. Aria University of Science and Sustainability, Tehran, Iran

3. Department of Engineering, University of Campania Luigi Vanvitelli, Aversa (CE), Italy

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00119

Reference17 articles.

1. Adey BT, Grondin GY and Cheng JJR (1997) Extended End Plate Moment Connections Under Cyclic Loading. Department of Civil and Environment Engineering, University of Alberta, Edmonton, AB, Canada, Structural Engineering Report No. 216.

2. A robust integration-algorithm for a finite-strain shape-memory-alloy superelastic model

3. Response of partially-restrained bolted beam-to-column connections under cyclic loads

4. Seismic response of MRFs with partially-restrained bolted beam-to-column connections through FE analyses

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1. Editorial;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-02