Design and Seismic Performance Analysis of Reinforced Walls with Oblique Crossed Reinorcing Steel Mesh and Cement Mortar
This study addresses the issue of low seismic resilience of masonry structures in earthquakes.ABAQUS was employed to construct a simulation test environment,and a concrete constitutive calculation method was utilized to assess masonry performance.Furthermore,integral modeling was selected based on the specific modeling parameters.The results demonstrate that when the displacement value reaches 2.86 mm,the maximum load value of the designed model under the skeleton curve reaches 238.14 kN.Additionally,the cracking displacement and ultimate displacement of the model are observed to be 1.58 mm and 2.56 mm,respectively.The cracking load and ultimate load are 213.52 and 238.14 kN,respectively.The model displays enhanced seismic resilience and is capable of accommodating more significant pressure fluctuations.This novel method can enhance the mechanical properties of the existing masonry wall structure.It offers an economical and effective solution for the seismic reinforcement of masonry structures and provides a new perspective for future architectural design and construction practices.
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