21. The linearized three-dimensional beam theory of naturally curved and twisted beamsDejan Zupan, Miran Saje, 2006, izvirni znanstveni članek Ključne besede: linear beam theory, naturally curved beam, twisted beam, consistent linearization, strain measure, three-dimensional beam, three-dimensional rotation Celotno besedilo (datoteka, 298,43 KB) |
22. On materially and geometrically non-linear analysis of reinforced concrete planar beamsSebastjan Bratina, Miran Saje, Igor Planinc, 2004, izvirni znanstveni članek Ključne besede: reinforced concrete frame, strain-based finite element, strain softening, localization, Reissners beam theory Celotno besedilo (datoteka, 1,58 MB) |
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26. Kinematically exact curved and twisted strain-based beamPeter Češarek, Miran Saje, Dejan Zupan, 2012, izvirni znanstveni članek Ključne besede: strain measure, constant strain, non-linear beam theory, three-dimensional beam, three-dimensional rotation Celotno besedilo (datoteka, 445,78 KB) |
27. Quaternion-based dynamics of geometrically nonlinear spatial beams using the Runge-Kutta methodEva Zupan, Miran Saje, Dejan Zupan, 2012, izvirni znanstveni članek Ključne besede: non-linear beam theory, dynamics analysis, finite element method, three-dimensional rotations, quaternion, Runge-Kutta methods Celotno besedilo (datoteka, 832,88 KB) |
28. Multi-scale computational model for failure analysis of metal frames that includes softening and local bucklingJaka Dujc, Boštjan Brank, Adnan Ibrahimbegović, 2010, izvirni znanstveni članek Ključne besede: frame, failure analysis, shell-beam model, strong discontinuity, plasticity, softening hinge Celotno besedilo (datoteka, 937,58 KB) |
29. Potresna odpornost varjenih spojev prečka-steber v hibridnih pomičnih in zavetrovanih okvirihBlaž Čermelj, 2015, doktorska disertacija Ključne besede: civil engineering, thesys, full strength beam-to-column joint, stiffened welded connection, composite column, low-cycle fatigue, plastic rotation, overstrength, ductility, EN 1998-1 Celotno besedilo (datoteka, 49,76 MB) |
30. Metoda vezi in razpor za projektiranje armiranobetonskih stenastih elementovNejc Pavlin, 2012, diplomsko delo Ključne besede: gradbeništvo, diplomska dela, UNI, metoda vezi in razpor, nadomestno paličje, stenasti nosilec, projektiranje betonskih konstrukcij, območja diskontinuitet, topološka optimizacija, graduation thesis, civil engineering, strut and tie method, alternate truss, deep beam, design of reinforced concrete elements, D regions, topology optimization Celotno besedilo (datoteka, 7,12 MB) |