COMPARISON OF METHODS USED FOR SEISMIC ANALYSIS OF STRUCTURES
DOI:
https://doi.org/10.14311/APP.2017.13.0020Keywords:
seismic response, lateral force method, response spectrum, time-history analysis, pushoverAbstract
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.Downloads
Download data is not yet available.
Downloads
Published
2017-11-13
How to Cite
Čada, P., & Máca, J. (2017). COMPARISON OF METHODS USED FOR SEISMIC ANALYSIS OF STRUCTURES. Acta Polytechnica CTU Proceedings, 13, 20–28. https://doi.org/10.14311/APP.2017.13.0020
Issue
Section
Articles