Human induced vibrations on civil structures is a key problem in comfort and security design. The estimation of loads due to human motion is a critical and still unsolved problem, but it is fundamental for a correct design of new buildings and proper monitoring of existing. This work presents a validation of an imaged based measuring technique of these loads. The test-bed is the Meazza Stadium in Milan. The validation of the proposed technique is done as follows: some volunteers jump on a stand and the induced vibration is acquired; a video recording of the jumping crowd is acquired simultaneously. The video is analyzed using a digital image correlation (DIC) code in order to obtain a motion estimation and, starting from the DIC results, induced loads are predicted. Using the frequency response function of the stand, previously estimated through a dynamic characterisation of the structure, it is now possible to forecast the induced vibration and compare it with the acquired one. The results show a very high correspondence between the measured and estimated accelerations and, above all, the performances do not degrade increasing the number of volunteers.

In the Field Validation of Human Induced Loads Measuring Technique

MAZZOLENI, PAOLO;ZAPPA, EMANUELE
2011-01-01

Abstract

Human induced vibrations on civil structures is a key problem in comfort and security design. The estimation of loads due to human motion is a critical and still unsolved problem, but it is fundamental for a correct design of new buildings and proper monitoring of existing. This work presents a validation of an imaged based measuring technique of these loads. The test-bed is the Meazza Stadium in Milan. The validation of the proposed technique is done as follows: some volunteers jump on a stand and the induced vibration is acquired; a video recording of the jumping crowd is acquired simultaneously. The video is analyzed using a digital image correlation (DIC) code in order to obtain a motion estimation and, starting from the DIC results, induced loads are predicted. Using the frequency response function of the stand, previously estimated through a dynamic characterisation of the structure, it is now possible to forecast the induced vibration and compare it with the acquired one. The results show a very high correspondence between the measured and estimated accelerations and, above all, the performances do not degrade increasing the number of volunteers.
2011
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/627587
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