New Modified Pushover Method for the RC Frames Structures

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00191673" target="_blank" >RIV/68407700:21110/11:00191673 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
New Modified Pushover Method for the RC Frames Structures
Original language description
The New Modified Pushover method (NMPM) has used the fiber model for the nonlinear modeling, which represents distributed plasticity model, where cross section of the structural element is subdivided into concrete fibers and steel fibers. The most used and convenient methods for seismic calculation are based on response spectrum. The response spectrum gives an envelope of maximum load effects for given dynamic properties of the structure. Methods based on response spectrum are very appropriate for linear calculations. They give results comparable with time history analysis. Response spectrum methods cannot be used for non-linear calculations. This is because they are based on linear combination of eigenshapes, which is not applicable for non-linear calculations. The pushover method uses non-linear material relations, but loads are based on linear assumptions is not appropriate for investigating real behavior of structure under seismic loading. However, this method is appropriate for as
Czech name
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Czech description
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Publication year
2011
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Book/collection name
Přírodní katastrofy (optimalizace ochrany, interakce se stavebními konstrukcemi)
ISBN
978-80-01-04735-4
Number of pages of the result
8
Pages from-to
77-84
Number of pages of the book
200
Publisher name
České vysoké učení technické v Praze
Place of publication
Praha
UT code for WoS chapter
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