Seismic Behavior of Resilient Rocking Steel Column Base
Author:
Affiliation:
1. College of Civil Engineering and Architecture, Hainan University, Haikou, Hainan, China
2. Structure Design Department, Hainan Bosen Architectural Design Limited Company, Haikou, Hainan, China
Funder
the National Natural Science Foundation
Hainan Key R&D
High-level Talent Program Foundation of Hainan basic
Natural Science Field
Open Foundation of State Key Laboratory of Disaster Reduction in Civil Engineering
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2022.2087796
Reference45 articles.
1. Seismic behavior of SMA–FRP reinforced concrete frames under sequential seismic hazard
2. Comparing the performance of traditional shear-wall and rocking shear-wall structures designed using the direct-displacement based design approach
3. Feasibility of using reduced length superelastic shape memory alloy strands in post-tensioned steel beam–column connections
4. Improving the seismic performance of post-tensioned self-centering connections using SMA angles or end plates with SMA bolts
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1. Development of self-centering and energy-dissipating dual-stage reinforced concrete rocking column-base system;Engineering Structures;2024-12
2. Development of Aseismic Column with Self-Centering Capacity Only during Restoration;Journal of Structural Engineering;2024-10
3. Bidirectional Cyclic Loading Performance of a Prefabricated Self-Centering Metallic-Damped Steel Column Base;Journal of Structural Engineering;2024-10
4. Review of self-centering rocking systems for earthquake-resistant building structures: State of the art;Journal of Building Engineering;2024-05
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