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dc.contributor.authorZheng, X
dc.contributor.authorBrownjohn, James
dc.date.accessioned2016-02-01T16:29:58Z
dc.date.issued2001-08-16
dc.description.abstractWith the trend towards longer span and thus lower frequency floors, human induced vibration and human-structure interaction has received more and more concern about structural serviceability. When subjected to vertical vibration, a human behaves as a mass-spring-damper system rather than solely as a mass on the structure. The interaction between the human body and the structure results in a significant increase in the damping of the human-structure system. In order to study human-structure interaction, mathematical model for this system is established. The human body and the slab are simulated as a SDOF model respectively. Through laboratory experiment with 30 human samples, the parameters of the SDOF human model were obtained, The result shows that the human resonant frequency is 5.24±0.40Hz, and damping ratio is 39%±0.05. By combining experimental data and simulation, the human body’s damping effect on vibrating floor was quantified in terms of energy absorption. During vibration, human absorbed most of the input energy.en_GB
dc.identifier.citationVol. 4327, pp. 513 - 520en_GB
dc.identifier.doi10.1117/12.436586
dc.identifier.urihttp://hdl.handle.net/10871/19495
dc.language.isoenen_GB
dc.publisherSociety of Photo-optical Instrumentation Engineersen_GB
dc.rights© (2001) SPIE--The International Society for Optical Engineering. Downloading of the abstract is permitted for personal use only.en_GB
dc.titleModeling and simulation of human-floor system under vertical vibrationen_GB
dc.typeArticleen_GB
dc.date.available2016-02-01T16:29:58Z
dc.identifier.issn0277-786X
dc.descriptionSPIE's 8th Annual International Symposium on Smart Structures and Materials, 2001, Newport Beach, CA, United Statesen_GB
dc.descriptionThis is the author accepted manuscript. The final version is available from SPIE via the DOI in this record
dc.identifier.journalProceedings of SPIEen_GB


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