Analysis of Vertically Oriented Coupled Shear Wall Interconnected with Coupling Beams
نویسندگان
چکیده
The nonlinear static response of a vertically oriented coupled wall subjected to horizontal loading is presented in this research article. 3 storey interconnected with coupling beams modelled as solid elements finite element (FE) software named Abaqus CAE and the steel reinforcement wire element. For simulation concrete models, damaged plasticity constitutive model taken into consideration research. Moreover, help damage parameters, validation two rectangular planar walls was executed an error less than 10 percent. Finally, these parameters are used for modeling analyzing behavior connected beams. Furthermore, maximum unidirectional helped obtaining compression tensile well scalar stiffness degradation. Significantly, also found plastic hinge location beam, which utmost importance analysis. Doi: 10.28991/HIJ-2022-03-02-010 Full Text: PDF
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ژورنال
عنوان ژورنال: HighTech and innovation journal
سال: 2022
ISSN: ['2723-9535']
DOI: https://doi.org/10.28991/hij-2022-03-02-010