以弹性地基梁理论为基础，建立了上排钢管幕在超挖和欠挖两种工况下的力学计算模型，推导出钢管幕的挠度曲线及相应的控制方程。
Underexcavation and overexcavation models have been presented based on the elastic foundation beam theory and the corresponding deflection equations and other controlling equations have been deduced.
目的：应用超弹性定制模型，通过调节模型标量参数记录组织工程纤维环的演变特征。
Objective. Apply a hyperelastic constitutive model to characterize the evolution of engineered AF via scalar model parameters.
针对存在的超弹性现象，提出了改进的质点—弹簧模型。
Aiming at the super-elastic phenomenon, the authors proposed an improved mass-spring model based on the classic mass-spring model.
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