Analysis of the Deformation Performance of Superimposed Wall Plane
DOI:
10.70114/acmsr.2025.2.1.p20
Publication Date:
2025-03-07T03:10:47Z
AUTHORS (6)
ABSTRACT
Shear connectors connect the precast interior walls to cast-in-place exterior in a stacked shear wall, and interface is weak side of structure. Based on converted section characteristic method, deformation increment control differential equation composite wall was established. calculation formula under different loads given, influence load, slip stiffness temperature calculated analyzed. The results show that parabolic loading form has greatest effect deformation. As increased by 6 times, reduced about 98%. When from 20°C 40°C, showed an ascending parabola, but total remained relatively unchanged
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