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A super-tall building pushes the limits of the force balance method due to difficulties in maintaining sufficient model stiffness and in accounting for the influence of higher modes of vibration.
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ANSYS program uses Newton Raphson method for updating the model stiffness [refer to ANSYS Tavakkolizadeh and Saadatmanesh (2003) and Kadhim Shaat and Fam (2006)].
We propose three types of feature parameters extracted from the two-mass model: stiffness, vocal tract length, and cross-sectional area of the entrance of the vocal tract.
The reduced inelastic model combines stiffness and mass matrices from the reduced linear model with the bi-axial inelastic floor model, and is subsequently fit to push-over curves from the detailed hysteretic model.
An approximation approach is used to model flexural stiffness and anticlastic curvature within the laminates.
A non-linear mathematical model containing stiffness and damping forces with tri-linear forms is considered.
In this paper, a multi-objective optimization model of stiffness and low-order natural frequencies is established.
Such data often have to await the development of a theoretical framework, however, for, without a framework, one often does not know what to measure (e.g., overall modulus in a Hertz model versus stiffness and orientation for individual filaments).
The development of the analytical model based on mixed iso-strain and iso-stress assembling models (the stiffness and the compliance averaging models) is presented.
The model parameters identified for the target functions suggested that the models mass, stiffness and damping parameters increase with increasing body mass.
In this paper, the nonlinear models of stiffness and center shift are developed for parametric insight of the large deformation behavior.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com