Comparison of Methods Used for Seismic Analysis of Structures

Result code in 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>
Result on the web
<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>

Result language
angličtina
Original language name
Comparison of Methods Used for Seismic Analysis of Structures
Original language description
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.
Czech name
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Czech description
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Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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