2019
DOI: 10.1080/15583058.2018.1563231
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Dynamical Assessment of the Work Conditions of Reinforcement Tie-Rods in Historical Masonry Structures

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Cited by 11 publications
(15 citation statements)
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“…The identification of tie-rod natural frequencies can be carried out using any instrument capable of measuring the motion characteristics (displacement, velocity, acceleration) of the rod's axis. As of today, the most used devices are accelerometers [6][7][8][9][10][13][14][15][16][17]. These sensors may be used to perform either an Operational Modal Analysis (OMA) [16,17] or an Experimental Modal Analysis (EMA) [6][7][8][9][10][13][14][15].…”
Section: Existing Techniques To Measure Tie-rod Natural Frequenciesmentioning
confidence: 99%
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“…The identification of tie-rod natural frequencies can be carried out using any instrument capable of measuring the motion characteristics (displacement, velocity, acceleration) of the rod's axis. As of today, the most used devices are accelerometers [6][7][8][9][10][13][14][15][16][17]. These sensors may be used to perform either an Operational Modal Analysis (OMA) [16,17] or an Experimental Modal Analysis (EMA) [6][7][8][9][10][13][14][15].…”
Section: Existing Techniques To Measure Tie-rod Natural Frequenciesmentioning
confidence: 99%
“…Dynamic methods, on the other hand, require the identification of vibrational characteristics of the rod, either natural frequencies alone or the former together with the corresponding modal shapes. Varying in complexity and accuracy, several dynamic methods have been proposed, such as those by [7][8][9][10]. Accelerometers are the sensors commonly used to identify tie-rod natural frequencies.…”
Section: Introductionmentioning
confidence: 99%
“…A review of the state of the art on the topic of vibration-based tie-rod monitoring revealed that the attention of the researchers has been mainly focused on the identification of the axial load as a mean to assess the state of health of structures (the arch or vault where the tie-rod is adopted) [ 15 ]. Indeed, the only possible direct measurement of tie-rod tension must be obtained through the adoption of strain gauges calibrated during a tensioning procedure, which is not a viable solution when operating tie-rods are considered.…”
Section: Introductionmentioning
confidence: 99%
“…This, of course, is not a viable solution for already installed tie-rods. For this reason, many researchers focused on indirect approaches for the identification of the tensile force [ 8 ], based on static [ 9 , 10 ], static–dynamic [ 11 ] or fully dynamic [ 12 , 13 ] in situ indirect measurements. While the main shortcomings of static and static–dynamic approaches are related to the complicated experimental procedures, fully dynamic methods are based on the estimation of the tie-rod modal parameters, which can be more easily estimated due to the slenderness of these structural elements that allows, for instance, the adoption of output-only operational modal analysis [ 14 ].…”
Section: Introductionmentioning
confidence: 99%