New Modified Pushover Method for the RC Frames Structures

Kód výsledku v 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>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

New Modified Pushover Method for the RC Frames Structures

Popis výsledku v původním jazyce

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

Název v anglickém jazyce

New Modified Pushover Method for the RC Frames Structures

Popis výsledku anglicky

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

Druh

C - Kapitola v odborné knize

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2011

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název knihy nebo sborníku

Přírodní katastrofy (optimalizace ochrany, interakce se stavebními konstrukcemi)

ISBN

978-80-01-04735-4

Počet stran výsledku

8

Strana od-do

77-84

Počet stran knihy

200

Název nakladatele

České vysoké učení technické v Praze

Místo vydání

Praha

Kód UT WoS kapitoly

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