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Experimental response characterization and comparative seismic performance assessment of a long-stroke shape memory alloy bridge restrainer

  • Published:2024-09 Issue: Volume:315 Page:118450
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Cao Sasa,Ozbulut Osman E.

Funder

National Key Research and Development Program of China Stem Cell and Translational Research

National Natural Science Foundation of China

National Key Research and Development Program of China

Natural Science Foundation of Guangdong Province

National Natural Science Foundation of China-Guangdong Joint Fund

Publisher

Elsevier BV

Reference46 articles.

1. 1 Rubber bearings for highway bridges: analytical and experimental study;Xiang;J Bridge Eng,2019

2. Damage investigation of girder bridges under the Wenchuan earthquake and corresponding seismic design recommendations;Li;Earthq Eng Eng Vib,2008

3. Uncoupled multivariate power models for estimating performance-based seismic damage states of column curvature ductility;Zhong;Structures,2022

4. A novel structure-pulse coupled model for quantifying the column ductility demand under pulse-like GMs;Zhong;J Earthq Eng,2021

5. Experimental and numerical investigations on adaptive stiffness double friction pendulum systems for seismic protection of bridges;Cao;Soil Dyn Earthq Eng,2024

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