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Abstract
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| Crowd induced dynamic loading in large structures, such as gymnasiums or stadiums, is usually modelled as a series of harmonic loads which are defined in terms of their Fourier coefficients. Different values of these Fourier coefficients that were obtained from full scale measurements can be found in codes. Recently, an alternative has been proposed, based on random generation of load time histories that take into account phase lags among individuals inside the crowd. | |
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International
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Si |
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Congress
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Sixth World Conference on Structure Control and Monitoring |
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960 |
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Place
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Barcelona |
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Reviewers
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Si |
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ISBN/ISSN
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978-84-942844-6-5 |
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Start Date
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15/07/2014 |
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End Date
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17/07/2014 |
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From page
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2748 |
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To page
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2756 |
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Sixth World Conference on Structure Control and Monitoring |