Numerical Modelling of Reinforced Concrete Slender Walls Subjected to Coupled Axial Tension–Flexure

نویسندگان

چکیده

Abstract Under strong earthquakes, reinforced concrete (RC) walls in high-rise buildings, particularly wall piers that form part of a coupled or core system, may experience axial tension–flexure loading. In this study, detailed finite element model was developed VecTor2 to provide an effective tool for the further investigation seismic behaviour RC subjected tension and cyclic lateral The verified using experimental data from recent tests under loading, results showed can accurately capture overall response walls. Additional analyses were conducted investigate effect key design parameters on peak strength, ultimate deformation capacity plastic hinge length On basis analysis results, useful information provided when designing assessing slender

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ژورنال

عنوان ژورنال: International Journal of Concrete Structures and Materials

سال: 2021

ISSN: ['2234-1315', '1976-0485']

DOI: https://doi.org/10.1186/s40069-021-00471-y