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Author(s)
Petr Čada,
Jiří Máca
Publication year2017
Publication title
acta polytechnica ctu proceedings
Resource typeJournals
PublisherCTU Central Library
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 another model with rigid 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.
Subject(s)cantilever , computer science , engineering , epistemology , eurocode , finite element method , frame (networking) , materials science , modal , modal analysis , philosophy , polymer chemistry , response spectrum , seismic analysis , seismic loading , simple (philosophy) , structural engineering , telecommunications
Language(s)English
ISSN2336-5382
DOI10.14311/app.2017.13.0020
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