This paper presented an accurate method of calculating the earthquake force design sensitivity and Hessianmatrix of the planar frame.
提出一种平面框架结构地震力的设计敏度和海森矩阵的精确计算方法。
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The Hessianmatrix of every function in this model is constant, so it will be calculated once in the entire optimal process based on interior point method, which speeds up each iteration.
To reversely calculate structural parameters by using second-order approximate expression of the gradient matrix and Hessianmatrix for optimization function in identified optimization results.