Analysis of Asymmetric High-Rise Building
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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 4th 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.
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2008 ◽
Vol 96
(6-7)
◽
pp. 1092-1102
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2019 ◽
Vol 2
(1)
◽
pp. 153-164
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2015 ◽
Vol 79
◽
pp. 149-170
◽
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2005 ◽
pp. 1565-1570
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