The nonlinear analysis on cross-section short-limb shear wall

摘要

Nine cross-section reinforced-concrete short-limb shear wall specimens under monotonic load are analyzed by the nonlinear finite element analysis with the software ANSYS, which compares the change of load capacity, stiffness and ductility of the shear wall when axial compressive ratio changes. The results provides a significant basis for practical engineering section design.