Implementation of inertia and damping terms into the idealized structural unit method Oksina, Anna , 1991- (VerfasserIn) Kaeding, Patrick , 1972- (GutachterIn) Taczala, Maciej (GutachterIn) Universität Rostock (Grad verleihende Institution) Universität Rostock Fakultät für Maschinenbau und Schiffstechnik (Grad verleihende Institution) Text theses Text Hochschulschrift 2017 2017 eng electronic resourceremoteComputermedienOnline-Ressource1 Online-Ressource Within the present thesis applicability of the ISUM is extended to dynamic collapse analyses of steel plate panels. Inertia effects are included by formulating the consistent mass matrix for ISUM plate element. Damping properties are represented by the Rayleigh damping model. The explicit central difference method and the implicit Newmark’s method are implemented to perform the numerical integration of the system of nonlinear differential equations of second order. Dynamic collapse behavior of different rectangular plate panels under longitudinal, transverse and biaxial thrust is investigated.<eng> vorgelegt von M. Sc. Anna Oksina Dissertation Universität Rostock 2017 620 ZO 6220 55.40 http://rosdok.uni-rostock.de/resolve/urn/urn:nbn:de:gbv:28-diss2017-0108-2 Implementation of inertia and damping terms into the idealized structural unit method--(DE-627)894422359 urn:nbn:de:gbv:28-diss2017-0108-2 oclc: 995841884 ppn: (DE-627)89467742X