在均布荷载作用下，砌体墙上截面的中间位置。 The Isotropic Masonry 2D material model is compared with the Isotropic Linear Elastic model, with surface stiffness property Without Tension in the nonlinear calculation.
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在均布荷载作用下，砌体墙上截面的中间位置。 The Isotropic Masonry 2D material model is compared with the Isotropic Linear Elastic model, with surface stiffness property Without Tension in the nonlinear calculation.