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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on CD, section: MS 01 Accuracy and Computational Efficiency in Seismic Structural Analysis.:
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Error Estimation and Improvement of Convergence for a Time Stepping Algorithm Based on a Finite Element Approach in Time
Ostermann, D.
In seismic engineering either a modal analysis (based on the response spectra method) or a time history analysis may be performed. The response spectra method usually ove [...]
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