在研究碾压混凝土重力坝失稳破坏机理的基础上，提出以准弹性准则作为碾压混凝土重力坝的设计准则。
Based on the study of the failure mechanism of RCC gravity DAMS, the hypoelastic criteria are proposed as the design criteria of RCC gravity DAMS.
在自适应算法的研究方面，经过多方案比较，提出以功率倒置算法作为抗干扰设计的核心。
In the research of adaptive algorithm, power inversion algorithm is proposed as the kernel of anti-jamming design by comparing among several precepts.
研究了以在役钻机井架杆件的测试应力为重要指标，与应力有关的设计参数作为修正对象的仿真模型修正理论。
Taking the testing stresses as the key indicators and the relevant design parameters as the updating objects, the updating theory for simulation model was studied.
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