dynamic analysis of three dimensional asymmetric isolated structures

In this research paper, the formulation of a new three-dimensional sector element based on the strain approach is presented for plate bending problems and linear static analysis of circular structures. The proposed element has the three essential external degrees of freedom (Ur, Vθ and W) at each of the eight corner nodes. The displaceme...

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Journal title:

روش های عددی در مهندسی (استقلال)

جلد ۱۰، شماره ۱، صفحات ۵-۳۰

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