نویسندگان | زهرا پاچناری,علیرضا پاچناری |
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همایش | 10th International Congress on Civil Engineering (ICCE) |
تاریخ برگزاری همایش | ۲۰۱۵-۵-۵ |
محل برگزاری همایش | تبریز |
نوع ارائه | سخنرانی |
سطح همایش | بین المللی |
چکیده مقاله
The finite element method changes the systems with unlimited degrees of freedom to a model with limited degrees of freedom (DOFs), which has a similar physical behavior. The one-dimensional generalized subspace (ODGS) method presents a proper solution to the analysis of nonlinear dynamic problems with Ritz-Wilson vectors. It could be used as a reduction method that transforms DOFs to a much more limited number in a new coordinate. In this paper the ODGS method has been used in combination with modeacceleration technique, to analyze nonlinear dynamic problems. With emphasis on inside error component, a modification criterion using the mode-acceleration technique is suggested for updating the base vectors required in stiffness changes in nonlinear dynamic analysis. Numerical examples show the suitability of the proposed method in both economy and exactness.