Evaluating the efficiency of supplementary rebar system in improving hysteretic damping of self-centering rocking walls

Author:

Sadeghi Maedeh,Jandaghi Alaee FarshidORCID,Akbarzadeh Bengar Habib,Jafari AbouzarORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Reference70 articles.

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2. Aaleti S, Sritharan S (2009) A simplified analysis method for characterizing unbonded post-tensioned precast wall systems. Eng Struct 31(12):2966–2975

3. Abbasi N, Akbarzadeh Bengar H, Jafari A, Nazari M (2021) Numerical modeling of seismic response and damage estimation of concrete rocking walls under seismic loading. Sharif. J Civ Eng 37.2(2.2):35–45. https://doi.org/10.24200/j30.2020.55368.2728

4. Abraik E (2021) Numerical study for the impact of torsional amplification on the seismic response of self-centring braces equipped with different shape memory alloy materials. Structures 32:505–515

5. ACI (2007) Acceptance criteria for special unbonded post-tensioned precast structural walls based on validation testing and commentary (ACI ITG-5.1-07). American Concrete Institute, Farmington Hills

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