Ancestor 发表于 2025-3-28 18:32:47
https://doi.org/10.1007/978-1-4615-7918-2in vision problems naturally involve polynomial equations; ii) with the increase in available computing power it is easier to implement algorithms which stay close to the geometry underlying vision; and iii) algebraic geometry may in future provide methods for assessing the stability of algorithms against small perturbations in the data.赏心悦目 发表于 2025-3-28 22:45:19
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Damped Motion of Shear Buildings where . is large. The computation time depends only poly normally on the . of the problem, where this is defined to be the maximum of ., .(.) and .(.), where . is the total degree of p(., .), assumed to be small relative to ., and . is the maximum of the absolute values of the coefficients.巧思 发表于 2025-3-29 03:50:35
Influencing Factors for Fatigue Strength,homogeneous) polynomials is less than or equal to the number of variables.. It was known around 1930 that resultants may be calculated as a Mc Rae invariant of this complex. This expresses the resultant as an alternate product of determinants coming from the differentials of this complex. Demazure e能够支付 发表于 2025-3-29 09:58:27
https://doi.org/10.1007/978-3-030-48173-5hadri et al. can be used to compute Gröbner bases. This generalizes results of Sturmfels and White in which straightening has been interpreted as a normal form computation with respect to a Gröbner basis.CAND 发表于 2025-3-29 14:10:38
Dynamic Analysis of Plane Frames. has a μ-parameter versal deformation for almost every value of .. Exceptional values of . form a discrete set of negative rational numbers. Given ., the versal deformation can be obtained algorithmically. For non-exceptional values of . it is the same as the versal deformation of the germ of a fun吸引力 发表于 2025-3-29 16:10:10
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Damped Motion of Shear Buildingsalgebraic set which lie within some algebraic constraint region. We introduce a family of quadratic forms determined by the algebraic constraints and defined in terms of the trace from the coordinate ring of the variety to the ground field, and we show that the rank and signature of these forms areInsatiable 发表于 2025-3-30 07:32:07
Damped Motion of Shear Buildings where . is large. The computation time depends only poly normally on the . of the problem, where this is defined to be the maximum of ., .(.) and .(.), where . is the total degree of p(., .), assumed to be small relative to ., and . is the maximum of the absolute values of the coefficients.