A New Method of Seismic Analysis for Reinforced Concrete Frames

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F11%3A00191649" target="_blank" >RIV/68407700:21110/11:00191649 - 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

A New Method of Seismic Analysis for Reinforced Concrete Frames

Popis výsledku v původním jazyce

The response of reinforced concrete structures subject to strong ground motion is associated with nonlinear behaviour. Pushover analysis has always been understood as a nonlinear capacity estimation tool and generally called capacity analysis. On the other hand, the standard concept of pushover method does not often provide solution which can be reliably compared with the rigorous procedure of nonlinear response history analysis. The most used and convenient methods for seismic calculation are based onresponse 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 a linear combination of natural modes of vibration, which is not applicable for non-linear calculations. The pushover me

Název v anglickém jazyce

A New Method of Seismic Analysis for Reinforced Concrete Frames

Popis výsledku anglicky

The response of reinforced concrete structures subject to strong ground motion is associated with nonlinear behaviour. Pushover analysis has always been understood as a nonlinear capacity estimation tool and generally called capacity analysis. On the other hand, the standard concept of pushover method does not often provide solution which can be reliably compared with the rigorous procedure of nonlinear response history analysis. The most used and convenient methods for seismic calculation are based onresponse 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 a linear combination of natural modes of vibration, which is not applicable for non-linear calculations. The pushover me

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/GA103%2F07%2F1660" target="_blank" >GA103/07/1660: Analýza porušení železobetonových konstrukcí při vysokých teplotách</a><br>

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 statě ve sborníku

Proceedings of the Thirteenth International Conference on Civil, Structural and Environmental Engineering Computing

ISBN

978-1-905088-45-4

ISSN

1759-3433

e-ISSN

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Počet stran výsledku

14

Strana od-do

1-14

Název nakladatele

Civil-Comp Press Ltd

Místo vydání

Stirling

Místo konání akce

Chania

Datum konání akce

6. 9. 2011

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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