Uniform formulae of first- and second-order theory for skeletal structures
References (2)
Ein einfaches, allgemeingültiges Lösungskonzept fur lineare Differentalgleichungen beliebiger Ordnung mit konstanten Koeffizienten and mit analytischer Storungsfunktion
ZAMM
(1988)- et al.
Baustatik-Theorie 1. and 11. Ordnung, 3. Auflage
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Actuator placement in static bending of smart beams utilizing Mohr's analogy
2009, Engineering StructuresCitation Excerpt :Rubin and Vogel [9] presented a comprehensive extension of Mohr’s analogy to shear-deformable Timoshenko beams, where the influence of axial forces upon the deflection was included. A unifying numerical method was provided by Rubin in reference [10]. For a general discussion of the influence of shear on the deflection of beams including thermal loading, see the book by Mang and Hofstetter [11].
Shear deformation effect in nonlinear analysis of spatial beams
2008, Engineering StructuresImproved stiffness distribution factors for evaluation of effective buckling lengths in multi-story sway frames
2005, Engineering StructuresCitation Excerpt :Aiming at providing sufficient simplicity for hand calculations, these methods are based on several simplifying assumptions that may have considerable influence on their accuracy. The tremendous development in recent years of computer hardware and engineering software permits the use of more accurate numerical analysis algorithms, which can provide the buckling strength based on linear or also non-linear (in terms of large displacements and/or material yielding) procedures [11,36–38,34,39,10,35,24,32]. Nevertheless, the large majority of structural engineers still prefer analytical techniques, at least in the preliminary design stage.
A large span crossbeam vibration frequencies analysis based on an analogous beam method
2013, Mathematical Problems in EngineeringA unified approach for assessment of second-order effects and sway buckling strength in steel portal frames
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2008, Computational Mechanics