<div class="csl-bib-body">
<div class="csl-entry">Kopandi, A. V. (2014). <i>An implementation of modal pushover analysis for multistory buildings in ANSYS</i> [Diploma Thesis, Technische Universität Wien]. reposiTUm. https://doi.org/10.34726/hss.2014.25658</div>
</div>
-
dc.identifier.uri
https://doi.org/10.34726/hss.2014.25658
-
dc.identifier.uri
http://hdl.handle.net/20.500.12708/3872
-
dc.description
Abweichender Titel laut Übersetzung der Verfasserin/des Verfassers
-
dc.description.abstract
Evaluated is the implementation of a modal pushover analysis for a multistory building in the finite element program ANSYS. In this analysis method the seismic demand of the inelastic system is determined by a pushover analysis using the inertia force distribution of each mode. The total estimate is obtained by combining the results of the respective modal demands. Finally these results are compared with results obtained by nonlinear response history analysis and with results from other scientific studies. The thesis is structured as follows: the theory of the modal pushover analysis and the implementation for a nonlinear system in ANSYS is discussed in the first two chapters. Subsequently a 9 story building from the SAC project is chosen and described for the implementation of the nonlinear problem. In the last chapters, the results are evaluated and a conclusion is drawn.
en
dc.language
English
-
dc.language.iso
en
-
dc.rights.uri
http://rightsstatements.org/vocab/InC/1.0/
-
dc.subject
ANSYS
de
dc.subject
ANSYS
en
dc.title
An implementation of modal pushover analysis for multistory buildings in ANSYS
en
dc.title.alternative
An Implimentation of Modal Pushover Analysis for Multistory Buildings in ANSYS