Pages that link to "Item:Q1658854"
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The following pages link to Efficient isogeometric formulation for vibration analysis of complex spatial beam structures (Q1658854):
Displaying 9 items.
- Vibration analysis of mechanical structures with a new formulation of the isogeometric collocation method (Q1788075) (← links)
- Dynamic multi-patch isogeometric analysis of planar Euler-Bernoulli beams (Q2021066) (← links)
- An efficient isogeometric beam formulation for analysis of 2D non-prismatic beams (Q2049635) (← links)
- Resolving high frequency issues via proper orthogonal decomposition based dynamic isogeometric analysis for structures with dissimilar materials (Q2175105) (← links)
- Studies on knot placement techniques for the geometry construction and the accurate simulation of isogeometric spatial curved beams (Q2175268) (← links)
- Effects of parameterization and knot placement techniques on primal and mixed isogeometric collocation formulations of spatial shear-deformable beams with varying curvature and torsion (Q2214434) (← links)
- Three-dimensional vibration analysis of curved and twisted beams with irregular shapes of cross-sections by sub-parametric quadrature element method (Q2293568) (← links)
- Free vibration analysis of spatial Bernoulli-Euler and Rayleigh curved beams using isogeometric approach (Q2310648) (← links)
- Synchronous consistent integration for superconvergent isogeometric analysis of structural vibrations (Q6643557) (← links)
