Seismic Performance Assessment of Steel Frames with Shape Memory Alloy Connections. Part I — Analysis and Seismic Demands-Reference-Cited by-同舟云学术

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Seismic Performance Assessment of Steel Frames with Shape Memory Alloy Connections. Part I — Analysis and Seismic Demands

Published:2010-04-05 Issue:4 Volume:14 Page:471-486
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

DesRoches Reginald,Taftali Berk,Ellingwood Bruce R.

Publisher

Informa UK Limited

Subject

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

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference27 articles.

1. Sensitivity of Seismic Applications to Different Shape Memory Alloy Models

2. Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading

3. Enhancement of Ductility of Existing Seismic Steel Moment Connections

4. Retrofit of Pre-Northridge Moment-Resisting Connections

5. Seismic retrofit of simply supported bridges using shape memory alloys

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2. Development of Novel Self-Centering Timber Beam–Column Connections with SMA Bars;Journal of Structural Engineering;2024-08

3. Investigating the Seismic Performance of Disc Spring-Based Self-Centering Bracing System;International Journal of Civil Engineering;2024-07-29

4. Shake table tests of steel moment resisting frame with self‐centering SMA‐based isolators;Earthquake Engineering & Structural Dynamics;2024-06-28

5. Relocation of plastic hinge in steel beam using Shape Memory Alloy;IOP Conference Series: Earth and Environmental Science;2024-06-01

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