Deformation and cyclic buckling capacity of external replaceable hysteretic dampers for unbonded post-tensioned precast concrete walls-Reference-Cited by-同舟云学术

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Deformation and cyclic buckling capacity of external replaceable hysteretic dampers for unbonded post-tensioned precast concrete walls

Published:2021-05 Issue: Volume:235 Page:112045
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bedriñana Luis Alberto,Tani Masanori,Nishiyama Minehiro^ORCID

Funder

Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica

Fondo Nacional de Desarrollo Científico, Tecnológico y de Innovación Tecnológica

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Seismic-Resistant Precast Concrete Structures: State of the Art;Kurama;J Struct Eng,2018

2. A Hybrid Reinforced Precast Frame for Seismic Regions;Stanton;PCI J,1997

3. Preliminary Results and Conclusions From the PRESSS Five-Story Precast Concrete Test Building;Priestley;PCI J,1999

4. Seismic Performance of Self-Centering Structural Walls Incorporating Energy Dissipators;Restrepo;J Struct Eng,2007

5. Behavior of Precast Concrete Shear Walls for Seismic Regions: Comparison of Hybrid and Emulative Specimens;Smith;J Struct Eng,2013

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1. Experimental and Numerical Study on the Seismic Performance of Self-Centering Isolated Piers;Journal of Bridge Engineering;2024-10

2. Seismic reliability analysis of self-centering post-tensioned piers under influence of prestress loss;Engineering Structures;2024-09

3. Review of self-centering rocking systems for earthquake-resistant building structures: State of the art;Journal of Building Engineering;2024-05

4. Self-centering mass timber structures: A review on recent research progress;Engineering Structures;2024-03

5. Study on Mechanical Properties of Displacement-Amplified Mild Steel Bar Joint Damper;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-11-22

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