Analysis of Asymmetric High-Rise Building

Abstract:

This paper deals with static and dynamic analysis of asymmetric high-rise building. Two alternatives have been analysed – without dilatation and with dilatation. Then, the influence of the dilatation was discussed. The building was located in 4^th seismic area in Slovakia (Bratislava). The description of the building, applied load, considered soil-structure interaction, created calculating models, used analysis and obtained results are mentioned here. The conclusions and the photos of defective repairs of real structures are depicted at the end of the paper.

• Periodical: Key Engineering Materials (Volume 738)
• Pages: 120-129
• DOI: https://doi.org/10.4028/www.scientific.net/KEM.738.120
• Online since: June 2017
• Authors: Olga Ivankova*, Marian Stellmach, Lenka Konecna
• Keywords: Dilatation, Dynamic Analysis, Eigen Frequencies, Eigen Modes, High-Rise Building, Load-Bearing System, Modal Analysis, Static Analysis

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