Effects of unbonded steel layout on seismic behavior of post-tensioned precast concrete shear walls

Author:

Erkmen BulentORCID

Publisher

Springer Science and Business Media LLC

Subject

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

Reference42 articles.

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

2. ACI ITG-5.2 (2009) Requirements for design of a special unbonded posttensioned precast shear wall satisfying ACI ITG-5.1 and commentary. American Concrete Institute, Farmington Hills, MI

3. Alıcı FS, Sucuoglu H (2016) Prediction of input energy spectrum: attenuation models and velocity spectrum scaling. Earthq Eng Struct Dynam 45(13):1047–1064. https://doi.org/10.1002/eqe.2749

4. ASCE 7–16 (2017) Minimum design loads for buildings and other structures. ASCE, Reston, VA. https://doi.org/10.1061/9780784414248

5. Belleri A, Torquati M, Riva P (2013) Finite element modelling of “rocking walls”. In: Proceedings of the 4th ECCOMAS Thematic Conf. on Comp. Metd. on structural dynamics and earth. Eng Kos Island, Greece

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