Comparison of Methods Used for Seismic Analysis of Structures

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00316138" target="_blank" >RIV/68407700:21110/17:00316138 - isvavai.cz</a>

Výsledek na webu

<a href="https://ojs.cvut.cz/ojs/index.php/APP/article/view/4619" target="_blank" >https://ojs.cvut.cz/ojs/index.php/APP/article/view/4619</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.14311/APP.2017.13.0020" target="_blank" >10.14311/APP.2017.13.0020</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Comparison of Methods Used for Seismic Analysis of Structures

Popis výsledku v původním jazyce

This paper investigates effects of the seismic load to a structure. The article describes main methods of the definition and practical application of the seismic load based on the Standard Eurocode 8. There was made a comparison of all methods using the same structure. A simple two-storeyed concrete 2D-frame with fixed joints was chosen. A one more model with infinite stiffness of the both beams for some calculations was defined. The second model can be used for hand-calculations as a cantilever with two masses. The paper describes main dynamic properties of the chosen structure. Seismic load was defined by Lateral force method, Modal response spectrum, Non-linear time-history analysis and Pushover analysis. The time-history analysis is represented by accelerograms. There were made linear and non-linear calculations.

Název v anglickém jazyce

Comparison of Methods Used for Seismic Analysis of Structures

Popis výsledku anglicky

This paper investigates effects of the seismic load to a structure. The article describes main methods of the definition and practical application of the seismic load based on the Standard Eurocode 8. There was made a comparison of all methods using the same structure. A simple two-storeyed concrete 2D-frame with fixed joints was chosen. A one more model with infinite stiffness of the both beams for some calculations was defined. The second model can be used for hand-calculations as a cantilever with two masses. The paper describes main dynamic properties of the chosen structure. Seismic load was defined by Lateral force method, Modal response spectrum, Non-linear time-history analysis and Pushover analysis. The time-history analysis is represented by accelerograms. There were made linear and non-linear calculations.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název statě ve sborníku

NMM 2017 - Nano & Macro Mechanics 2017

ISBN

978-80-01-06346-0

ISSN

2336-5382

e-ISSN

—

Počet stran výsledku

9

Strana od-do

20-28

Název nakladatele

Czech Technical University in Prague

Místo vydání

Praha

Místo konání akce

Praha

Datum konání akce

21. 9. 2017

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

—