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All fields Title Creator / Publisher Keyword Year AND OR AND NOT All fields Title Creator / Publisher Keyword Year AND OR AND NOT All fields Title Creator / Publisher Keyword Year AND OR AND NOT All fields Title Creator / Publisher Keyword Year AND OR AND NOT All fields Title Creator / Publisher Keyword Year Sort by creator [A → Z]' creator [Z → A]' publishing year ↑ (asc)' publishing year ↓ (desc)' title [A → Z]' title [Z → A]' Simple Search Hits 1 – 7 of 7 1 Dynamic method for determining critical loads in the PRINS computer program Vladimir P. Agapov; Alexey S. Markovich In: Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 5, Pp 380-389 (2020) (2020) BASE Show details 2 A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP Vera V Galishnikova; Tesfaldet H Gebre In: Structural Mechanics of Engineering Constructions and Buildings, Vol 15, Iss 1, Pp 25-32 (2019) (2019) BASE Show details 3 The development of chart based method for steel beam designs using the Russian sections Tesfaldet Hadgembes Gebre In: Structural Mechanics of Engineering Constructions and Buildings, Vol 14, Iss 6, Pp 495-501 (2018) (2018) BASE Show details 4 THEORETICAL APPROACH FOR THE GEOMETRICALLY NONLINEAR BUCKLING ANALYSIS OF SINUSOIDAL VELAROIDAL SHELLS Светлана Львовна Шамбина In: Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 3 (2017) (2017) BASE Show details 5 The origin of Korotkoff sounds and the accuracy of auscultatory blood pressure measurements Babbs, Charles F In: Weldon School of Biomedical Engineering Faculty Publications (2015) BASE Show details 6 Buckling Analysis for Members with Variable Rigidity by Using the Finite Element Method M. Vrabie; Mihaela Ibănescu; Şt. H. Jerca In: Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, Vol LVI (LX), Iss 2, Pp 37-50 (2010) (2010) Abstract: The stability analysis for compressed bars with variable rigidity is studied, by using the finite element method (FEM) in Galerkin’s variant. The general shape of elastic and geometrical stiffness matrices are obtained for stepped and tapered bars. In a study case, the critical buckling load obtained by using FEM, for three columns with constant and variable sectional stiffness (in steps and continuous variation), is evaluated in comparison with others analytical and numerical methods. Keyword: analytical and numerical methods; Architecture; critical buckling load; Engineering (General). Civil engineering (General); finite element; NA1-9428; stability analysis; TA1-2040; variable rigidity URL: https://doaj.org/article/bcfcaf796bed45dc91090fa289e201eb BASE Hide details 7 Viscous lava flows Barker, Daniel S.. - 2009 BASE Show details

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