Model for multiblock columns subjected to base excitation
Summary A new model is presented for multiblock columns subjected to earthquakes, which contains an impact and an opening model. Both in the impact and in the opening model, all the possible opening configurations are investigated because it was found that in many practical cases, unexpected pattern...
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Published in | Earthquake engineering & structural dynamics Vol. 47; no. 2; pp. 418 - 437 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Bognor Regis
Wiley Subscription Services, Inc
01.02.2018
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Subjects | |
Online Access | Get full text |
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Summary: | Summary
A new model is presented for multiblock columns subjected to earthquakes, which contains an impact and an opening model. Both in the impact and in the opening model, all the possible opening configurations are investigated because it was found that in many practical cases, unexpected patterns may occur. The model is purely mechanical: assuming rigid blocks and classical (inelastic) impact. The effect of energy dissipation during impact was investigated. Using our model in accordance with the literature, it was found that monolithic blocks are more vulnerable to overturning than multiblock systems. |
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ISSN: | 0098-8847 1096-9845 |
DOI: | 10.1002/eqe.2957 |