Quantifying Effect of Post-Tensioned Bars for Precast Concrete Shear Walls
نویسندگان
چکیده
A hybrid concrete wall is made up of a traditional reinforced with post-tensioned technology. Recent research has shown that (PT) shear walls have wide range advantages when it comes to resisting lateral forces and moments caused by earthquake loading. To explore the PT behavior subjected seismic load, models were augmented various material models, including KCC, CDP, Winfrith for 2D under pushover analysis. ensure overall forecast was qualitatively acceptable, models’ performance compared experimental findings. Then, modeling approach implemented 3D in order predict structural responses wall. The well-validated finite element ultilized estimate effects bars on capacities precast
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ژورنال
عنوان ژورنال: Sustainability
سال: 2022
ISSN: ['2071-1050']
DOI: https://doi.org/10.3390/su14106141